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2220-2261 Tarmac Way - BC04-000200 (SANFORD AIRPORT AUTHORITY) HANGER (A)
PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE d 5 Am is d t� SUBDIVISION cn PERMIT # PERMIT D PERMIT VALUATION SQUARE FOOTAGE _ HORIZONTAL TRACK END HANGER BRACKET (SUPPLIED BY DOOR INSTALLER) CLOSES ROLLER CHANNEL. INTERMEDIATE HANGER REQUIRED FOR DOORS 12'0' AND HIGHER V/ / OPENING HEIGHT 24' TYPICAL I CTR -CTR MODELS 600, 600S 600V 620, 6.24, 630S, 630V 634S 634V MAXIMUM SIZE: 12'2" WIDE x 18'0" HIGH NOTE: DOUBLE TRACK LOW HEADROOM, HI -LIFT TRACK, FOLLOW -THE -ROOF TRACK, AND VERTICAL LIFT TRACK ARE AVAILABLE OPTIONS. 3" TRACK ALSO AVAILABLE. DOOR HEIGHT `A' NUMBER OF SECTIONS NUMBER OF TRUSSES® HORIZONTAL TRACK MODEL 60OS: 8'-0' STEEL SKIN 4 6 8'-3' THRU 10'-0' 5 8 10'-3' THRU 12'-0' 6 9 12'-3' THRU 14'-0' 7 11 14'-3' THRU 16'-0' 8 12 16'-3' THRU 18'-0' 9 14 MODEL 600: 25 GA. STEEL 'SKIN NO INSULATION) HORIZONTAL TRACK MODEL 60OS: 25 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) 14 GA. MIN. MODEL 60OV: 25 GA. STEEL SKININSULATED W VINYL BACKERS) MODEL 620: 20 GA. STEEL SKIN NO INSULATION) MODEL 624: 24 GA. STEEL SKIN NO INSULATION) MODEL 630S: 20 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) GALVANIZED STEEL MODEL 630V: 20 GA. STEEL SKIN INSULATED W/ VINYL BACKERS) TRACK SECTIONS MODEL 634S: 24 GA. STEEL SKIN INSULATED W/ STEEL BACK SHEETS) VERTICAL - .060 MIN - MODEL 634V: 24 GA. STEEL SKIN INSULATED W/, VINYL BACKERS) - - VERTICAL TRACK CAN BE EITHER BRACKET MOUNT, CONTINUOUS ANGLE OR REVERSE ANGLE TRACK. ALL TRACK BRACKETS AND TRACK CLIPS ARE 12 GA. GALV. STEEL. BRACKETS AND CLIPS ARE ATTACHED TO TRACK WITH EITHER TWO 1/4" RIVETS OR ONE 1/4" BOLT & NUT. 3 -1/2 SIDE ELEVATI❑N STANDARD -LIFT TRACK DETAILS STEEL JAMBS } 3/16" MIN. MAY BE BACK - STEEL JAMB FILLED WITH j CONCRETE, BUT 2 NOT REQUIRED. 1/8"xt' LONG FILLET WELD (E6OXX 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. 3" x 20 GA. GALV. STEEL U -BAR. U -BARS ARRANGED IN A 2-1-2-1 PATTERN. TWO U -BARS ON ODD -NUMBERED SECTIONS AND ONE U -BAR ON EVEN NUMBERED SECTIONS. U -BARS ATTACHED AT EACH STILE WITH (2) 1/4" x 3/4" SELF -TAPPING SCREWS. 0 -(--1 E44P K -MAX, DOOR WIDTH: 12'-2' DATE 6/24/98 3/23/00 11/2000 REPORT#9606C 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. 18 GA. MIN. GALV. PAINTED 18 GA. MIN. GALV. END STILE. FASTENED TO CENTER STILE. DOOR SKIN WITH FASTENED TO DOOR TOG -L -LOC SYSTEM. SKIN WITH TOG -L -LOC SYSTEM. ' A Ili 18 GA. MIN. GALV. CENTER HINGE 2 TWO POINT FASTENED WITH LOCKING (4) y14x5/8" SHEET METAL SCREWS. SECTION 2-2 WOOD JAMBS 1/2"x3" MIN. EMBED LAG SCREW. WASHER REQ'D. 24" MAX. O.C. TO SECURE 2x6 WOOD JAMB TO WOOD STRUCTURE. BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16"xt-5/8", L'G, LAG SCREW PER BRACKET LHR TOP BRACKET DOUBLE HORIZONTAL TRACK DOUBLE TRACK LOW HEADROOM OPTION DESCRIPTION WOOD JAMB ON CONCRETE CONCRETE JAMBS STEEL JAMBS 2,000 PSI MIN ELEMENTS IS THE RESPONSIBILITY CONCRETE MIN MIN. STEEL ARCHITECT OF RECORD. 3/8" DIA. x 1-5/8" ON DOOR WITH (4) #14 X 5/8' LG JAMB" MIN. EMBED SLEEVE SECTIONS ARE 2' THK PANELS ROLL ANCHOR BOLT. WASHER'x1-3/4" MAY BE BACK-FIIIED 5/16"xt' LG. INCL'D. 24" MAX. O.C.. EMBED TAPCON WITH CONCRETE, BUT SELF TAPPING TO SECURE 2x6 JAMBCRETE FASTENER. NOT REQUIRED FOR SCREW. RIBS ON 8' CTRS COMPLEMENTED BY TO CONCRETE.SHER REQ'D. SELF TAPPING SCREW. 24" MAX. O.C. C'SINK IF NEEDED. 4CbNCRE MAX. O.C. TO SECURE SECURE ANGLE ANGLE TO CONCRETE. STEEL JAMB. BRACKETMOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 y2 OR BETTER MEETING RAILS ARE ROLL FORMED YELLOW PINE JAMB WITHONE / 5/16"x1-5/8" LG. NTINUOUS INTERMEDIATE ROLLER HINGES OF MIN. i' LAG SCREW PER BRACKET ANGLE MOUNT TRACK REVERSE OR CONTINUOUS OR TRACK CUP LOCATION. FASTENED DIRECTLY ANGLE MOUNT TRACK AND (4) 1/4'x3/4' SELF -TAPPING SCREWS, TO CONCRETE. FASTENED DIRECTLY 0 TO STEEL JAMB. WOOD JAMBS 1/2"x3" MIN. EMBED LAG SCREW. WASHER REQ'D. 24" MAX. O.C. TO SECURE 2x6 WOOD JAMB TO WOOD STRUCTURE. BRACKET MOUNT OR CONTINUOUS ANGLE MOUNT TRACK FASTENED TO 2x6 #2 OR BETTER YELLOW PINE JAMB WITH ONE 5/16"xt-5/8", L'G, LAG SCREW PER BRACKET LHR TOP BRACKET DOUBLE HORIZONTAL TRACK DOUBLE TRACK LOW HEADROOM OPTION DESCRIPTION dopey 312 WALNUT STREET CHANGED TO 18'H MAX. FROM 16'H MAX. UPDATE JAMB ATTACH, ADD FV SECTION, TRACK NOTES CHANGED STRUTTING REQUIREMENTS: ADD 24 & 20 GA. ELEMENTS IS THE RESPONSIBILITY ADJUSTABLE TOP ROLLER BRACKET OF THE BUILDING ENGINEER OR OF 12 GA. GALV. STEEL, INSTALLED ARCHITECT OF RECORD. ON DOOR WITH (4) #14 X 5/8' LG SHEET METAL SCREWS SECTIONS ARE 2' THK PANELS ROLL FORMED OF 25 GA. MIN. HOT DIPPED GALVANIZING, ROLL FORMED STEEL. SKIN HAS (2) 1/2' DP REINFORCING C� RIBS ON 8' CTRS COMPLEMENTED BY 1/8' DP BEADS ON 2' CTRS, SECTION HEIGHTS ARE 21' OR 24' HIGH 3' X 20 GA, U -BAR TRUSS MEETING RAILS ARE ROLL FORMED INTO WEATHERTIGHT SHIPLAP JOINT / �p c1 d� INTERMEDIATE ROLLER HINGES OF MIN. (IC 14 GA. GALV, STEEL, FASTENED WITH wii (4) #14 X 5/8' LG, SHT. MTL, SCREWS1� AND (4) 1/4'x3/4' SELF -TAPPING SCREWS, 0 2' ROLLERS FEATURE (10) 1/4' DIA. STEEL BALL BEARINGS FULL FLOATING IN CASE HARDENED STEEL RACES BOTTOM SECTION REINFORCED WITH TEMPERED ALUMINUM EXTRUSION WITH INTEGRAL RETAINER FOR FLEXIBLE VINYL ASTRAGAL OR TRACK CLIP LOCATION. dopey 312 WALNUT STREET THE DESIGN OF THE SUPPORTING STRUCTURAL SUITE 1600 ELEMENTS IS THE RESPONSIBILITY CINCINNATI, OH 45202 OF THE BUILDING ENGINEER OR ARCHITECT OF RECORD. SCALE, 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. iALV. STEEL, FASTENED WITH (4) 414 X 5/8' LG SHT. MTL. SCREWS CTI❑N 1 - 1 lv DESIGN ENGINEER: MARK WESTERFIELD;�P..E. FLORIDA P.E. #48495 DESIGN LOADS: +25.5 P.S.F. & -25.5 P.S.F. TEST LOADS: +38.0 P.S.F. & -38.0 P.S.F.. MAX. SIZE - 12'2"W x 18'0"H DATES - 10/3/95 DESCRIPTION DRAWN BY, MWW M/N 600/620/624/630/634: +/-25.5 PSF DES. DRAWING NUMBER, REV, CHECKED BY. B 1 101544 4 " 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 WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND/OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND/OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER/TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200231-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA#1604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC -34 APPROVAL,,NOTES THE FOLLOWING .CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2 BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS, ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 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 TQ„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?AETAL 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 JTH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE `MTH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A=3^5 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT,, WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE., REQUiREMEN TS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR , Tri;: ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL'TO.OR,,. GIFEATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON +EACHSHIPPED PIECE. (THIIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, �tJB-SECTION 2203.2 AND 2203.3.) SAFETY, COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUF ACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JCE SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE, LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. CJAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. RAIN FALL.INTENSITY IS EQUAL TO 10 INCHES PER HOUR FOR A 5 MIN. DURATION (5 YEAR MEAN RECURRENCE 1 DRAWING STATUS I FOR APPROVAL; NO. DATE THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 3/19/ 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. XFOR 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 CONSTRIJCTION: FINAL DRAWINGS. BUILDING DESCRIPTION: ENDWALL FRAME TYPE BASIC SIZE WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" CS 52'-6" 231'-8" 17'-T° 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 Base Angle 26 th PBR/PWHITE ROOF NONE Cl BY MANUFACTURER E--] BY OTHERS ED ROOFED WALLED UL -25 0 14x2xi6ga.x2O'-0 26 Co PBR/ TBD WALL SELF DRILLING SCREWS STANDARD TAPE SEAL: TRIM: (1/8• POP RIVETS AT SPLICES) MEMBER ROOF( 12 X It ) STITCH ROOF( # 14 x i ) ANCHOR BOLTS 3/6" Ox 26 W TBD RAKE MEMBER WALL( i1 12 X I! ) STITCH WALL( # 14 x ) BY OTHERS 1" Q 26 03 TBD EAVE RAKE TO ROOF: SELF -DRILLERS RAKE TO WALL: SELF -DRILLER ROOF DEAD LOAD 2.0 PSF ( FOR ROOF PANELS AND PURLINS) WARRANTIES 26 (L 180 GUTTER GUTTER TO ROOF: SELF -DRILLERS GUTTER STRAPS: SELF -DRILLERS BY BUILDING MANUFACTUREf U.L. 90 26 f8TBD DOWNS. CORNER TRIM: SELF-DRILIM RAKE ANGLE: SELF-DRILLERS20 fN0 YR ROOF Y26 01 TBD CORNER ADDITIONAL FEATURES: 20 YR WALL Y26 Qr 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 CQLLATERAL_ DEAD LOAD 0 PSF ISSUE PACE DESCRIPTION ROOF LIVE LOAD A of I COVER SHEET PRIMARY FRAMING 12 PSF A _Cl ESI of I STANDARD INSTALLATION PROCEDURES SECONDARY FRAMING 20 PSF o A 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 Ell of 11 10 Unit T -Hanger Compartment Plan 110 C A E2 of 11 Goss Section WIND LOAD MPH, EXPOSURE A E3 of 11 Gass Section SEISMIC ZONE 'Ss =0,113 ,S 1 _0.05 A E4 of 11 Roof Framing Plan Seismic Use Group A E5 of 11 Bracing layout Seismic Design Category A A E6 of 11 Roof Framing Plan Site Class A A E7 of 11 Sheeting Elevations IMPORTANCE FACTORS Basic Structural System - Dual system with ordinary A E8 of 11 Building Sections WIND LOAD 1.0 moment frames of steel & A E9 of 11 Building Sections concentrically braced frames A EIO of 11 Building Sections SNOW LOAD 1.0 Response Modification Factor (R) L55 A Ell of 11 Building SEctions SEISMIC LOAD 1.0 Deflection Amplification Factor (Cd) 4_0 Analysis Procedure - Equivalent Lateral Force A Sol Sections And Details MEZZANINE LOADS LIVE LOAD N/A PSF DEAD LOAD N/A PSF CRANE INFORMATIQN N/A NOT THE ENONE`R of RECORD FOR THE O`A=RAU PROJECT. 14, e� a DESCRIPTION BY CK'D metallic building Company FOR PERMIT JED BAT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 21P 77041 (713) 466-778%4 ZIP_ 7 240 DESCRIPTION COVER SHEET - SIZE SEE BUILDING DESCRIPTION SHEET CI CUSTOMER J.B. MATHEWS IM TRACY FORREST . LOCATION SANFORD, FL. I CAD BY BAT DRN. BY CK D BY DATE SCALE JOB N0. PH BLOT D Sc.1 SHEET N0. i ISSU NONE 0605-207064 1 1 1 Cl of 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. Marimum 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 _M R — A great amount of time and trouble can be saved if the building parts are.unloaded at the surfaces and/or removal of foreign material due to improper field storage or site conditions are not the back charges in the following manner: 1ZAPON FOR CORRECTIVE WORK If the error is the fault of the Manufacturer, an Authorization for Corrective Work must be issued in writing by the Manufacturer to authorize the building site according to a pre—arranged plan. Proper location and handling of components will eliminate responsibility of the Manufacturer. All primer should be touched up as required before erection 1 FASTENER INSTALLATION Carefully check your packing list while unloading. Mark any items, which appear to be missing and notify corrective work at a cost not to exceed the maximum total cost set forth. unnecessary handling. Correct fastener installation is one of the most critical steps when installing roof nets. Drive the fastener P 9 Pa the Customer Service Department at 1-800-777-9378 as soon as possible. Calling someone else could Alternative corrective work other Than that proposed in the Initial Claim" may be directed by they NOTE: Plea marks are on primary structural members et ower end, t from aid. ROOF AND WALL PANELS in unbl it is tight and the washer is firm) seated. Do not overdrive fasteners. A slight extrusion of neoprene dela theproper res response. Y P Manufacturer in the "Authorization of Corrective Work." Only the Customer Service Department may Inspect all shipments prier to releasing The Ne—downs for loads that may have shifted during transit! or to re shifted around the washer is a good visual lightness check. 9 9 I. SHORT MATERIALS — Immediately upon delivery of material, quantities are to be verified by the authorize corrective work, REMEMBER, SAFETY (]RST; Always use the proper tool to install fasteners. A fastener driver (screw gun) with a RPM of 1700-2000 Customer against quantities that are billed on the shipping document. Neither the Manufacturer nor the V. FIND — The 'Final Claim* in writing must be forwarded by the Customer to the Manufacturer Blocking under the columns and rafters protects the splice plates and the slab from damage during the Manufacturers wall and roof panels including color coated, golvalurne & galvanized, provide excellent should be used for self—dolling screws. A 500-600 RPM fastener driver should be used for self—tapping carrier is responsible for the material shortages against the quantities billed on shipping document if such shortages are not noted on shipping documents when the material is delivered, and then acknowledged by within ten (10) days of completion of the corrective work authorized by the Manufacturer. unloading process. It also facilitates the placing of slings or cables around the members for later lifting and allows members to be bolted together into sub—assemblies while on the ground. Extra care should always service under widely varied conditions. AlI unloading & erection personnel should fully understand that l6ese panels are gaaltl merchandise, which mems couAaas core in hondAg. screws. Discard worn sockets, these can cause the fastener to wobble during installation. Bre comers agent. if the carrier is the Manufacturer, claims for shortages are to be made by the customer a 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 panels be handled rouehir. Packages of sheets should be lifted off CORRECT DEGREE OF TW TIGHT 100 LOOSE to the common cornier. If the material quantities received are correct according to the quantities that are 1. 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 SEALANT � 100 iTDtl SEALANT IS NOT NOTE SUGHi CIRCLE OF billed on the shipping documents, but are less than he quantities ordered or the uantities that are necessary to complete the metal building according to the Order Documents, claimistoo be made of the Pay. 2. Taxes and insurance on total actual direct labor. direct labor. RhNAGE The packages should be stored off the ground sufficiently high to allow air circulation underneath the This avoids round moisture & deters a from waking on the packages. One end of the packages.9 P� 9 Pa 9 E%D I& fP(t BLYOND COMPRESSED TO SEALANT FASTENER of HanD FORK SFA NOTE: Always remora metal filings from surface of panels at the curd of each work period. Rusting Rlings can destroy Knish Manufacturer. 11. DAMAGED OF Oman MATERIAL — Damaged or defective material, regardless of the degree of 3. Other direct costs on actual 4. Cost of material (not minor supplies) authorized by the Manufacturer to be purchased from other than package should always be elevated to encourage drainage in case of rain, All stacked metal ponds are subject, to some degree, to localized discoloration or stain when water is the painand vdd any warranty. MASTIC SEALANT damage, must be noted an the shipping documents by the Customer and acknowledged in writing by the the Menufacturer, Including copies of paid Invoices. 5. Toted actual direct cost of corrective work sum of i, 2, 3 & 4. The Tinal Clmim" must be signed and ( ) 9 ELEVATE trapped between their closely nested surfaces. NCI exercises extreme caution during fabricating and shipping piling operatbns to insure that all pond stock is kept dry. However, due to climatic conditions, water Proper mastic application it critical the weather tightness a building. Mastic should not be stretched comers agent. The Manufacturer is not respans°;tile for material damaged in unloading of packaged or nested materials, including, but not limited to: fasteners, sheet metal, C' & "Z° sections & covering panels certified true and correct by the Customer. "Final Claims' are credited to the Customer by the Manufacturer in an amount not to exceed the lesser of the maximum total cost set forth in writing b the TARP formed by condensation of humid air can become trapped between stacked sheets. Water can also be trapped between the stacked sheets when exposed to rain. This discoloration caused by trapped moisture dr when Installed. Apply only to dean, dry surfaces. Keep only enough mastic on Ore roof that can be n installed in a day. During warm weather, store mastic in a cool dry place. During cold weather (below 60') that become wet and/or damaged by water while in Ore possession of others. Packaged or nested material 'Authorization for Corrective Work" or total actual direct cask of corrective work. � is often called wet storage stain. mastic must be kept warm (60'-90') until application. After mastic has been applied, keep protective paper , in place until pond 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 a usually superficial & has little effect the appearance service life of the ponds as long as 01 ALIGNING THE GIRTS If the carder is the Manufacturer, the Customer must make claim for damage directly to the Manufacturer. subjected to claims. it is not permitted to remain on the panels. However, moisture in contact with the surface of the panels ve t If the carrier is'a common carrier, the Customer must make the claim for damage to the common carrier. AIR CIRCULATION over an extended period can severely attack the finish & reduce the effective service life. It isimperafive Installation of the building walls is generally done before the roof. Before starting the wall installation, The Manufacturer is not liable for an claim whatsoever including, but not limited to labor charges of Y consequential damages resulting from the Customers use of damaged of defective materials that can be V1. STRUCTURAL FRAMING SHOP PRIMER — The coat of shop primer is intended to protect the steel fromint for only a short period of exposure to ordinary atmospheric conditions. The coat of shop rimer 'I Y P ry P P P If water is allowed to remain far extended periods in bundles of primed parts such as girts, purlins, etc., the that all ponds are inspected for moisture upon receipt of the order. If moisture is present, dry the panels at once & store in a dry, warm place. check to be sure that the eave strut and girts are straight and plumb. One method of aligning the girts is t cut temporary wood blocking to the proper length and install between the lines of gifts. This blocking can Po ry 9 P Pe 9 9 9 detected b visual inspection. Y does not provide the uniformity of appearance, or the durability and corrosion resistance of a field applied P ty PP ty PP finish coat of point over a shop rimer. The Manufacturer is not responsible for deterioration of the shop P � P � P pigment will fade and the paint will gradually soften reducing its bond to the steel. Therefore, upon receipt of a job, all bundles of primed parts should be stored at an angle to allow any trapped water to drain away CAUTION: Caro should always be taken when walking an panels. Use safety lines and nets when necessary! Panels aro slippery. OR a wax applied to the root &wall panels for proted(on against weather be moved from ba to ba which will reduce the number of pieces required. Normal) one line of blocking Y Y P eq Y• 9 per bay will be sufficient Banding can also be used to held the girls straight and plumb. III. EXCESSIVE MATERIAL The Manufacturer reserves the right to recover an material delivered in 9 Y coat of primer or corrosion that may result from exposure to atmospheric and enrriranmental conditions, and permit air circulation for drying. Puddles of water should not be allowed to collect and remain on damage wiI make them a very slippery surface. Wipe dry any dl that has puddled from bundles stored on NOTE: Temporary girt blocking is not don concealed fastener panels. The remora) of the blocks excess or those�required by the Order Documents. IV. INITIAL CLADI — In the event of error, the Customer must promptly make a written or verbal "Initial nor Urn, compatibility of the rimer to an field applied coating. abrasions to the to coat caused b Po Y P Y pP 9 P Y handling, loading, shipping, unloadin and erection after painting are unavoidable. Tiouchu of these minor 9 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. Dow, frost, or other forms of moisture greatly increase the slipperiness of the panels. Always assume peed surface Is slippery ,t: ad accordingly. Never walk or slgs on dryligtis or translucent panalsi aha panel Installation will cause oil canning. conning. FRAME 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 sat I a The "Initial Claim' Includes: VII. SHIPMENT ARRIVAL TIME — Eve effort will be made to see that the carrier arrives at the 'obsite on Every 1 the requested da and at the requested hour. Manufacturer makes no warren and accepts no I Y e9 ty eP or the durability and corrosion resistance of a field applied finish coat of paint over a shop primer. The Manufacturer is not responsible for deterioration of Ore shop coat of primer or corrosion that may Use wood blocking to elevate &slope the panels in a manner that well allow moisture to drain. Wood blocking placed between bundles will provide additional air circulation. Carer the stacked bundles with a EAVE STRUT 1. Description of the nature and extent of the errors, including quantities. responsibility for costs associated with a shipment not arriving at a requested time unless a separate result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to tarp a plastic cover leaving enough opening at the bottom for air to circulate. CIRT 2. Description of the nature and extent of proposed corrective work including estimated man—hours. agreement has been made in writing for a guaranteed arrival time. any field applied coating. Minor abrasions to the shop coot caused by handling, loading, shipping, unloading and erection after painting are unavoidable. When handling or uncrating the panels, lift rather than slide them apart. Burred edges may scratch the WOOD BLOCKING ESO 1 ES02 ES03 ESO4 ES05 PROCEDIMIENT OS DE SERVICIO AL CLIENTE 3. Material que sera comprado a otro que no sea el fabricante, incluyendo contidmdes estimadas y costos. DESCARGA, MANEJO Y ALMACENAMIEh TO DE MATERIAL sitio con minima aqua, Ivo , lode otros contominantes que ofecten to rimera c Re radones de 9 Y q P �°' p° de otra. Nunca permita que pisen sabre los paneles mientras estan sabre tierro. Un rudo a inapropfado 4. Costo total maxima propuesto de la correcion del trabajo y material Clue sera �comprado a afro Clue no —Una gran cantidad de tiempo y problemas pxden ahorrarse si las piezas son coops a to primers superficie y/a To elimination de materiates ajenos a estos ,debido al iaorrecfo manejo de los neles es im rdonable un buen cern to de mala supervision de trabao 1 Pa Pe Y 1 P Pe � � 1 • sea el fabricante. descargodas en el hgor de la construction de acuerda a un plan pre— arreglodo. Lugar y manejo dmacenamiento en obra o a las condiciones del lugor no son responsabilidad del fabricante. INSTALACION DE PIJAS En Orden de dale un mejor servicio y reducir los probinas all minimo, pot favor didga cualquier (alto a el e 9UMU1CION PARA CORRECCION BE TRABAJ— SiOS error es l fabricante, cupal deabricane, una opropl do de los componentes eliminoran manejos o moirimientos inecesados. Todo acero primorio debero ser retocado coma se requiem antes de to construction Cubierias de Teehos Paredes La correcta colococion de pijas es una de los pasos mas imporlentes en to instalocion de un techo. Gire la exceso de material de la dguiente manera: Cheque cuidadosamente sus paquetes mientras son descargados. Marque cuakprier objeto que parezca autorizacion para correcion de trabajo, debera ser emitida en escdto pot el fabrioante , para autorizar To mo correcion siempre cuando no exceda el costo total maxima establecido. c no ex NOTA las peas deb¢raa este matadors qxl los darwntrs l de Is ducbra en To pate iafrrior de tis migms, a 1'4 rid W. Inspecdane primeramente tacos los embarques antes da'dessorgar y desatar los elementos yo qua y Paneles de parades y techos rid fabricante incluyendo cepa de color galvalume y galvanizado pija haste que este apretada y la arandela o washer este firmemente asentada. No sobregire o apriete en exceso las Ojos. Para checar de manes de visual Clue los elementos ester correctamente colacados use no encontrarse, si asi es, Ilame y notifique al Departamento de Servicb at cliente el numero es fabricante en loyautarido tra en correcion de total , torr rel traba'o de acuerda solamente a er puede c rrediente pudieron haberse movido durante el recor6do. Rrt"llffig' )ef�llR10AD £S AO'JIfAb1 propordona un servicio excelente bajo one extensa voriedad de condiciones. fade personal de descargo una sellador de neopreno drededor de la arendeb. 1—BW-777-9378 tan pronto como le sea posible. Uimando podria ahararse tkmpo at encontar un en la ueo initial, rr De rde ojo, en to establecido es d ue puede q P Las separations o calzas de madera que se colocon bojo las columns y rafters Eton un done en las y erection de material debera enterider completamente que eslos pano'es son pWuctos de calidod , Siempre use las herromientas opropiodas para instolor pijas. Un destamillador elect6co con un RPM de responsable de to folia de material. autorizor la corredon de un trabajo. planhas de conection at descarger los materiates: Esta timbien facifita to localization de slings o cables los cuaks amenlan cuiando al manejotse. 1700-20W debera utllizarse para self—drilling screws. Un 500-600 tomillador se usaro en el caso de las I. FALTA DE MATERIAL — Inmediatomente despues de to entrego del material, el cliente Bebe verifica JAJA FINAL — to queja final escrita Bebe ser envioda par el ciente al fabricante con 10 Bias de alrededor de los miembros para despues levanter y pernii6r a los miembros ser atomillados juntos dentro Los paquetes de Ojos self taping. Descage y remueva los empaques usados en el atomillador, estos pueden causer que que sus can6dades seen las mismas que aporecen facturadas en la order de canpra. Ni el fabricante , ni el trarmpartista son responsables del material fultonte que opirece facturodo en el recto, si b (alta es anticipicion antes de completer to correcion del trabajo. La queja final induye: 1. Numero real de hombre—horns pot fecho de trabajo directo usadas en corregir el trabajo pogo real de de sub—montojes, mientras estan en Berra. Extra— cuidodo debera ser siempre aplicado en la operation de descorgo para prevenir dons pot el manejo del acero asi tomo para prevenir donor los materiales y el lamina deben ser levantodos del comion con extremo cuidado asegurandose que ningun dano ocurra , ni a las pontos ni a las nervaduros de las mismas.los paquetes deberon olrmacenarse to suficientemente la pieza Uendo a moverse o mantenerse inconstante durante to instalacion. atificada en d dorxlmernto cuando el anterial es entregado y es admitido par el transportista. Sid transpoitista es d fabricante, las quejos pot falto de material seran hechas pot el d iente a el bansportista. y porcemlaje de horns. 2. Impuestos y aseguranza real y total del trabajo concreto. DR�pR dejados de to superficie de Berra para permitir to circulation de afire bajo las paquetes, esto evla la humedad de la Uerra a impfde que to genie comine sobre los paquetes. Una de los extremos del paquete A DE AJU CTO EL SffiADOR � MA MUY iPRETAW Y EL USTADO MS � NO ESTA 5 las cantidades de materiates recbidos son correctos de acuerdo a las contidades facturadas en to 3. Otros costos directos, de trabajo real directo 4. Costo del material (no suplementos menores) outorizacion del fabricante para compror a afro no ELEVAR de laminas debera ester siempre elevado para drenor el aqua en caso de Ruvia Todo paquete o monton de paneles metal estan sujetos en algun gado a sufdr dertas decoloraciones a NOTE EL DEL GADO SOBRESAIE F" OE LA COMPRIMIDO PARA FORNAR CHRCULO DE SELADOR CMEZA DE to PWA EL SELLO reulw , para d materiel adenado es nnenos rid requerido para completer la construabn de acuerda a la que sea el mismo. Inluyendo copies de factures. manchas cuando d aqua este otra da entre sus nc�nes mos cercanas. NCI puce extrema 9 NOTAI Slampro remusm las Ifmaduras de metal que quiden sabre la superfide de los panties al final de coda periodo de trabajo, las limoduras deshuir of ocabodo final anular cualquier orden de corn ro, las ue1as sewn bathos of fotxicante. P q ii. MATERIAL DANADO OEFECTUOSO —Materiel danado o defectgwso, de acuerda al grade 5. 5. Costo real i irecto total de trabajo corregido (incisos 1,2,3,4,5). to queja final debera ser firmada y precaution durante to fabrication y el perWo de embarque asegurondose que todo pond opilado se pueden y garantio. SELLADOR Q defectuesidad en que se encuentre, Bebe set nolliicado en el recto pot el ciente y admitido pot m6la verdadera y correctamente pot el cliente. Quejas finales son acreditadas al cliente pot el fabricante en una contidad que no excedo el minimo de costo total Maximo establecido y inscrito en la CUBIOTTA mantengo sero. Be cualquier manera debido a las conditions dirnaticas y a to condensation de afire humedo , el aqua puede quedarse atrapada entre las laminas apiladas y to mismo sucedera si estas se Lo opropioda aplicadon del sellador es de gran importancia en la impermiabilidad de un edifido. 0 pa ei transportisto. 0 fabricante no se hake responsible pot el moterid danado en To destargo de bs outorizicion de correcion de trabajo o costo total real directo de trabajo corregido. exponen a to Iluvia. Lo decoblecion cousada pot b humedad atrapada es frecuentemente llamado sellador no debe estirarse cuando se este instalando. Aplique solomente sabre superficies limpias y paquetes o nlanbas estos son empaeados, inluye ndo, pero no limitado sob a eso, fasteners, laminas , seccbnes de °C° y i' y cubiertos que se mojan o damn par el aqua mientras se emcuentran en posesion 6. Costo del ui al uiler a de resiadon herramientas uenas, supervision, pequens sobr iros Po (q R ) Y beneficios no sujetos a quejas. mancha de humedad guardoda. to mancha es usualmente superficial y time un pequeno efetto en to apariencia o duration del panel setas. tiantengo solamente to cantidad de sdlador que se colocara ese dia. Durante china caliente, almacenelo en un lu ar frio sero. Durante lima frio abs o de 6(T el sdiador Bebe mantenerse caliente 9 Y ( 1 de otros. Material empmado que se moo mientras se bdada, debera ser desempacodo, seporado y VL,I SCO ESTRUCTURAL (SHOP PRIMER) — Lo caps de shop primer (primera capa de pintura f3RCULACION DE ARE siempre y cuando no se permits que la mancha permonezca en d panel. De cualquier manera d contecto (60'-97) hasta soaplicadon. Despues de que el setlador hallo silo aplicado, manteaga la cubierle o popd protector hosta que el panel este tisto para instalarse. secado pot 4 ciente. protectors) intenta proteger at marco de acero pot un determinade Uempo de exposition a conditions Si el aqua puede permanecer par periodos considerables en nervadures o hendiduras de las partes de la humedad con la superficie de los paneles durante un periodo largo puede donor severomente el to duration tanto ALINIAMIENTO DE LOS AMARRES Si el fabricante es el tronspAsta, el diente debera hour la queja Por defectuosidod directafmlite at fabricante. Si el tronsporUsto es ef agents tram rtisto o el encar ado del trandado del material d clients 9 9 atmosfericas ordinaries. to caps de shop primer no proporciono uniformidad de olpadencia o durabilidad y resistencia a to corrosion como una caps final de pintura hecha en el compo sotbre el shoprimer. EI principales Como gets, purlins, etc. el pigmento foliate y to pintura se suavitara gradualmente reduciendo to union ccn el acero, pot to tanto recibido el material todas las hendiduras de estas piezas deberan ser ocabodo y reducir de vide. Por to es necesario que todos los paneles seas inspeccionados pot humedad at recibir d embarque. Si se presenta humedad proceda a sear los paneles Lo instalacion de las Paredes de el edificio es generalmente hecha antes que el techo. Antes de empezar deberi hacer1a queja al antes mendonado. 0 fabricinte no es responsabie de ningun tipo de queja, no u del use de material danado o defectuoso el cliente si se Rmita a los Banos consecuentes res Itado Por fabricante no es res nsable del deterioro de la ca de mer o de corrosion que eda esultor de la Po Pa primer ql W exposidon a las condiciones atmostericas y a at media ambiente, ni a to compatibilidad dd primer a almocenadas en un angulo que permits que 'cualquier aqua pueda drenarse y permitir To circulacion de aire para secarse. No debera permitirse que el aqua se colocte y estonque en las columns y rafters per inmediatomente y olmacendos en un lugir seta y caGdo. PRECAUClON: Slempre debe term cuidado cuando se combe sabre las paneles, use reales y Ineas con la instalacion de las Paredes, as urese que el dere el amara esters er u dos nivelodos. Un Pa � e9 q Y g i Y metodo para alineor los amarres es tartar calzas de madera dell misalo largo.da Itis emones estas esus Banos son delectados par inspection visual. cualquier cape aplicado en la obra. Menses abrasiones de la ultimo caps causad�as par manejo ,ergs, embarque, descargo y erection del material despues de la pintura son inevRables.. P,etoques de estas to rmismo rozon . ? La ca de shop Pa op primer intenta proteger al marco de acero pot un determinado tiempo de exposition a des urfdad cuando sea neasadoll los neles son resbaladizo% Acefte o cera a licados a los neias � � P � del lacho a parades pom protegerlos contra dans causados pot al clime los haran supertkles muy estaran tem ralmente instaladas entre los ellos . Estes bl uss de madrio titin ser remo As. ore unu � � ^ � J bohia y vueltos a user en otra to cud reducira el numero de piezas requeridas. Normalmehte, una li"aa de, III. MATERIAL EN EXCESO — 0 fabricante se reserve d derecho de recoger o recobror cualquier material abrasianes menores son responsabitidad del cliente. condiciones atmosfericas ordinaries. Lo caps de shop primer no proportion uniformidad de apariencia, resbaladhas. Seque cuaiquler ocefle que se pude hoberse acomulado pot almocenorse an declive. Ratio, bl ues de madera bohio serian suficiente. Estes atadu tis oq par podrrin ser gator ppra mantel que foe entregado en ezceso de acuerda al requerido qm la Orden de oompra• durobil'idad y resitencia a la corrosion como una sopa final de pintura hecha en el compo sabre el shop Melo o cualquier aha forma de humedad incromenta que les superRdes da las paneles se ruelran mos �das sostener los amarres rectos y nivdadas. � /�- TV. OUEJA ROCIAL — A percatarse del error, el cliente ropidamerte debera hater, Yo sea pot escrito o verbal una queja initial at fabricante para la correcion del diseno, dbujo, facturacion del material o error Vfl_HORA DE t1IGADA DEL EMBAROUE — Se here un esfuerzo pot lograr qu el transporfisto Ilegue at lu ar (le trabajo el dia a to here solicitude. 0 fabricante no arantiza no ac to din ua 9 J Y 9 Y eP 9 primer. 0 fabricante no se resporimbliza del deterioro de b capa de de primer o de to corrosion que pueda redwladizas. Asuma siempre que to superfide del panel es resbaloza y achy de acuerda a alto. Nunca piss o carmine sabre skylights o pansies fransluddos, Pfensi sagurolllllll NOTAL Colzas o bloquas de madera temporoles entre les amirres no son rycomen a les an paael3s con pijas ocultes. EI movimiento do eslos bloques despues de le msfo,acon del panel Ruin''u causer hendiduras de fabricadon. to queja initial induye. responsabilidad pot el costo asociodo con el embarque que no Ilegue a la horn mlicitado excepto, que un de results de la exposition a las condiciones atmosfedcas y al media ambiente, ni la compatbilidad del primer a cualquier caps de oplicada en To obra. Menores abrasions de fa aftmo caps cousailas Use bloques de madera para devor a incinar los pandes de manera que perrmta drenar To humedad. Calzas de Madero entre las pilus de pondes permitiro circulation de afire adicional. Cubro las plus con an los amorres. MARCO 1. to description de la mturaleza y grodo de error, incluyeado conlidades. arreglo se hallo hecho par separado, garonlizando to horo Ilegodo. pintura �\._A,RNc 2. Description de la naturolezo y el grado de correcion del trabajo propuesto, induyendo estimation pot manejo, cargo, embarque, descargo y erection del material despues de to pintura son inevRables. una cubierto plastica dejando sufic'Ientemente abierlo et fondo para perrnitir la circulation de aire. ALER0 hanbre—horo. Retoques de estas abrasions menores son responsabilidad del cliente final. 0 acero primarb el cual es Cuando se monejan o separan los paneles, no Kos deslize de manera quo se Wren mejor kvontelos, el almocenado en to obra durante la erection del edificio, debera mantenerse litre de tierra asi como en un sobrante en las orllas podria rallor las superficies cuando las laminas se deslizon separandose una ESO 1 ES02 ES03 ESO4 ES05 \_BLOQUE DE MADERA NOTE: These Installation Procedures are intended to depict general installation as described above. Consult your installation manual or additional NS—Sheets for further clarifications. REVISIONS N0. DATE DESCRIPTION BY C01. A3/19/0 FOR PERMIT JED BAT I n s t a I I a t i o nProcedures NOTA: 1. Estos Procedimientos de Instalacion describir de manera general to instalocion de el oboto como se mencrone amba. Commits su manual de instalocion o sus Nuevos Dibuvs Standart para una presentation mas darn. Customer: J. B. MATHEWS End user TRACY FORREST MAR 2 7 2003 Location: SANFORD, Fl. Del By Chk By Date Scale Dulling ID ,bb Number Sheet Number Issue BAT I N.T.S. 0605-207064 1 Est of 1 A JED 1 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 ? 7.5 8 8.5 9 9.5 10 0.5 11 11.5 12 13 231'-8" OUT TO OUT OF STEEL 42'4- 42'70" 42'-0" 42'-0" 42'-4" 10'-10" 1 10'-6" 10'-6" 10'4" 10°-6" 10°-6" 10'-6" 10'-6" 10'4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10°-6" 10'-10" I I I I I I I I D D 0 F A A I A I I i I I I I I I SEC11ON "B" I I I I I I I o I EL ME" �� I I I I ALL BASE PLATES AT ELEVATION 0'—O" I I I I I I I I F— � UNLESS NOTED. 0 I O I EMU OB UB i 0 • 9 I I I I I I I F I I I I I I I OA 42'-4" 42'-0" 42'-0" I 42'-0" 42'-0" 21'-4" W+Ynun d 1/4' Spina SAafd ba =11 a� .11 � � 1 ANCHOR PGL T SET77NG PLAN Sted Une Wall Pand—� Me"" Saex (0 12 O.C.) NOT : THE UNDERSIGNED IS NOi E ENGINEER OF RECORD. FOR INE O`rERALL PROJECT. a Anchor (By Others) Finished Flom' PR DAT -- Formed Base Trim (BFL73) m IHF.• NS-62A Formed Base Trim Section m OPENING MOTH - 9'-G• a *'-a' *'-s• 1341� Tl ANCHOR BOLT DIAMETERS HAVE BEEN DESIGNED BY THE METAL BUILDING MANUFACTURER BASED ON AISC METHOD WITH COMBINED SHEAR AND TENSION. ANCHOR BOLT PROJECTION DIA.�f 1 /2" OROS, 3 1 /2" DRAWING STATUS metallic VuiIdin9 company 7301 FAIRVIEW HOUSTON, TEXAS • P.O. 80X 40338 ZIP 77041 (713) -7788 ZIP 77240 FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR OF THE NO. DATE DESCRIPTION BY CK'D ANCHOR BOLT 0 03/19/03 FOR PERMIT AND CONSTRUCTION JED BAT 5/8" 2" a DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS IN THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO BOTTOM OF BASE PLATE PURPOSE IS TO CONFIRM PROPER INTERPRETATION PROJECT DOC(1MENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION ANCHOR BOLT SETTING PLAN SIZE SEE BUILDING DESCRIPTION SHEET CI DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNEDc +` ° a FOR PERMIT: THESE DRAWINGS, BEING FCR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY 3 1/2 CUSTOMER J. B. MATHEWS TRACY FORREST AND PROVIDED BY OTHERS. • "' • . ; ' ' ' ` DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. LOCATION SANFORD, FL CAD BY JED DRN. BY �D CK D BY DATE scaLE NONE J08 N0. 0605-207064 PH BLD DFSC. SHEET NO. F1 of 2 ISSUE 0 NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE. FOR corlsrRucnoN: [ INAL DRAWINGS. (° ANCHOR BO (BY OTHERS) A. BOL _04 BASE R THK�� BASE PLATTE DETAIL A A. BOLTS 5/8'0 BASE P THK. 1/2" 2 /2" � o � N 2 r 'd' J _ M 0 z W M W 8" 3 D W 4" SEE ANCHOR BOLT PLAN 1 1/2"1 , 1 1/2' is w W U) BASE PLATE DETAIL A. BOLTS 5/8'0 1 BASE P THK. 9 1/2' v w 4" 9 1/2' B BASE PLATE DETAIL I C A. BOLTS 5/8"0 1 BASE 12 THK. 3/8"_ BASE PLATE DETAIL D I BASE PLATE DETAIL BASE PLATE DETAIL A. BOLTS 5/8"0 BASE P THK. 3/8" A. BOLTS 5/8"0 BASE P THK. 1/4" E A. BOLTS 5/8"0 T BASE E THK. 1/4" 1F e i a � x e � s.s K 6.6 K 6.6 K WIND Lonaitudinal X—Bracina Reactions (AT FRAME LINES 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 & 12) x 1.34K 1.43 K 1.43 K WIND Endwali X—Bracina Reactions (AT FRAME LINES 1&13) Z 9.2 K DEAD LOAD + LIVE LOAD ti 2.6 K DEAD LOAD + WIND LOAD 9.0 K HORIZONTAL WIND HEADER SUPPORT COLUMN (AT FRAME LINES 2.5, 3.5, 4.5, 5.5, 6.5, 7.5, 8.5, 9.5, 10.5, 11.5 & 12.5 i x 1.34K .1.43 K 11.43 K WIND X -Bracing Reactions (AT FRAME LINES B & C) 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. aFOR CONSTRUCTION: FINAL DRAYANGS. 1.01 11.0K DEAD LOAD ONLY 19.01 1 9.OK DEAD LOAD + LIVE LOAD %.0K 7. OK DEAD LOAD + WIND UPLIFT Transverse x—Bracing Reactions (AT FRAME LINES 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 & 12) 4.7 K 2.3 K 3.5 K DEAD LOAD + LIVE (LOAD DEAD LOAD + WIND LOAD ENDWALL COLUMN REACTIONS FRE DATE DESCRIPTION BY CK'D metallic building 'company /19/03 For Permit and Construction JED 8AT11110 7301 FAIRNEW • HOUSTON , _ •�.0.�0 ZIP 77041 713 ZI 4 DESCRIPTION ANCHOR BOLT SETTING PLAN SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER J. B. MATHEWS TRACY FORREST LOCATION SANFORD, FL I CAD BY JED DRI, BY CK D BY DATE SCALE JOB NO. PH I BLDG. DESC. SHEET NO. ISSI JED NONE 0605-207064 caw F2 1 0 J O � � i C CL 9.2 K DEAD LOAD + LIVE LOAD ti 2.6 K DEAD LOAD + WIND LOAD 9.0 K HORIZONTAL WIND HEADER SUPPORT COLUMN (AT FRAME LINES 2.5, 3.5, 4.5, 5.5, 6.5, 7.5, 8.5, 9.5, 10.5, 11.5 & 12.5 i x 1.34K .1.43 K 11.43 K WIND X -Bracing Reactions (AT FRAME LINES B & C) 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. aFOR CONSTRUCTION: FINAL DRAYANGS. 1.01 11.0K DEAD LOAD ONLY 19.01 1 9.OK DEAD LOAD + LIVE LOAD %.0K 7. OK DEAD LOAD + WIND UPLIFT Transverse x—Bracing Reactions (AT FRAME LINES 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 & 12) 4.7 K 2.3 K 3.5 K DEAD LOAD + LIVE (LOAD DEAD LOAD + WIND LOAD ENDWALL COLUMN REACTIONS FRE DATE DESCRIPTION BY CK'D metallic building 'company /19/03 For Permit and Construction JED 8AT11110 7301 FAIRNEW • HOUSTON , _ •�.0.�0 ZIP 77041 713 ZI 4 DESCRIPTION ANCHOR BOLT SETTING PLAN SIZE SEE BUILDING DESCRIPTION SHEET C1 CUSTOMER J. B. MATHEWS TRACY FORREST LOCATION SANFORD, FL I CAD BY JED DRI, BY CK D BY DATE SCALE JOB NO. PH I BLDG. DESC. SHEET NO. ISSI JED NONE 0605-207064 caw F2 1 0 42'-0" 42'-0" 42'-0" 42'-0" 42'-4" i 6 i 8 ----------) F-----L— --1--�---� F_ ---L --� I--- M o !! I ( I I I I \ I I I M L 42'-4" 42'-0" 42'-0" 42'-0" 42'-0" 21'-4" 231'-8" 10'-6" 20'-4" 10'-6" 9 UNIT T - HANGER COMPARTMENT PLAN 4" 4" s T, T d - I M APR. DA -HANGER COMPARTMENT (inside clear dimensions +/- 1 1/2")- ( The clear dimensions shown are base off an 8 girt system with one 1 1/4" wall panel) DRAWING STATUS --_— ^-"- — 4" 41'-4" 4" F1 FOR APPROVAL: THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NO. DATE 03/14/03 DESCRIPTION BY CK'D ` metallic '` V u i' d i n g c o m p a n y "% 42'-0 NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR A FOR PERMIT JED BAT 7301 FAIRVIEW • HOUSTON, TEXAS • P.O..COX 40338 PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE ZIP 77041 (713) 466-7788 ZIP 77240 CONSIDERED AS COMPLETE. DESCRIPTION COMPARTMENT PLAN T HANGER COMPARTMENT o FO�,j PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY SIZE SEE BUILDING DESCRIPTION SHEET Cl OF 1 MAR 2 7 2003 CUSTOMER J. B. MATHEWS COMPANY TRACY FO REST DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. LOCATION SANFORD CAD BY JED ❑FOR CONST)2UG110N: DRN. BY &D BY DATE SCALE JOB NO. PH 8LOG. DxTSC. SHEET NO. ISSUE c FINAL DRAWINGS. JED NONE 0605-207064 Et A CROSS SECTION @ INTERIOR FRAMES Purlin Clip Column-- I— -\— (4) 5/8" x 1 3/4" (A325) Bolts Rafter To Column Detail "A" Column SECTION "C" I x 1 3/4" olts T- I M O O N N M co 12 _ 1 � A 5'-0 CROSS SECTION @ FRAME LINES 3.5, 5.5, 7.51 9.5 & 11.5 AT SIDEWALL A 5'—p 5'—o 3'-4 X_4 3,-4 '2 "' x 134" (A325) Bolts W/ 38" E CROSS SECTION @ FRAME LINES 2.5, 4.5, 6.5, 8.5 & 10.5 AT SIDEWALL D 1 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 13 231'-8" 21'-4" 42'-0" 42'-0" 42'-0" 42'-0" 42'-0" 10'-10" 10'-6" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-10" D I I i cyl � 5 � o cy" t0 d- � CV N O vI N O d' CN t[7 1� 00 Cn i 00ALO N B � 1 R I I , r z x A 10'-6" 10'-6" 10'4, 10'-6" 10'-6" 10'-6" 10'-6" 10'4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-10" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 10" 10" 10'-6" 42'-4" 42'-0" 42'-0" 42'-0" 42'-0" 21'-4" E E9 H 10 ROOF FRAMING PLAN V-2 3/4" V-2 3/4" 2'-4 All dimensions shown are to 1 3/4 2 2 1 3/4 the web of the rafter 3/16" 3 MEMBER LOCATION MATERIAL PURLINS ALL BAYS 81212 x16Ga _ N SIDEWALL GIRTS END BAYS 81212 x12Ga AF'R. IDATEI Purlin Clip ENDWALL GIRTS ALL BAYS 81212 x12Ga PL -3/16" x 6" x 0'-7" ENDWALL RAFTER ENDWALLS 8x312 C14Ga CORNER COLUMNS ENDWALL W8x10 Flange Brace WIND COLUMNS ENDWALL (2) 8x312 Cx13Ga o L 2 x 2 x 14Ga. Wv/(1) MAIN RAFTER ALL INT RAFTERS (2) 1003 C12Ga 1/2"' x 1" M. Bolt at Clip MAIN COLUMNS INTERIOR FRAME W8x18 DRAWING STATUS Flange Brace Clip PL�3/16 " " Q'-3 3 MISC. CF ANGLES SHTG. ANGLES �4x2x16Ga-20 —0 FOR APPROVAL: ❑THESE NO. DAIS DESCRIPTION BY CK'D metallic VuiIding company Rafter X X DRAVANGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT A 03 19 03 FOR PERMIT JED BAT p 1" U rl I n Lap Detail SOLDIER COLUMN SIDEWALLS W8X18 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT 7301 FAIRNEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 NOTE: EAVE TRUSS SIDEWALLS 4 X 3 X IQ DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. DESCRIPTION ROOF FRAMING PLAN MAR 2 7 2003 All Bolts are 1/2" x 1" A307 M. Bolts (Typ. U.N.) 0 FOR PERMIT: THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE ,NOT IDENTIFIED. ONLY SIZE CUSTOMER SEE BUILDING DESCRIPTION SHEET Ct OF 1 J.B. MATHEWS TRACY FORREST DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. LOCATION SANFORD, FL CAD BY JED CONS1TtUCTION: DRN. BY CK O BY DATE SCALE JOB NO. PH BLOO. Q,1SC. SHEET N0. ISSUE I ❑FOR FINAL DRAWINGS. JED NONE 0605-207064 E4 A 1 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 13 MOZ= 1t1022M �r- C804 �i�i 10'-6" 10'-6" ``�/ CB04>��/ 10'-6" 10'-6" CB04 10'-4" 10'-6" 10'-6" \`� 10'-6" 10'-6" 10'-6" \`moi'/ 10'-6" 10'-6" 10'-6" e`�i�i 10'-10" 10'-6" 21'-0" ��♦ 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 42'-4" 42'-6" 42'—'0' 42'-0" 42'-0" 21'-4" � C804 C804 I II e i II A ;x: A II ll A A II � i II A ;x� A II A A II � i II A ;X: A II CB04 p 0 CABLE TYPICAL \` D TYPICAL IN ROOF , i'/ SPANDREL (TYP) i 2-12C312 x12Ga CB04 `� / C804 i' �r- BRACING PLAN All dimensions shown are to the web of the rafter 12 1f—'— \ / SEE BRACING PLAN / \ FOR COLUMN MARKS \ DET. "A" �— CB05 —� 1'0 CABLE TYPICAL TYPICAL IN WALLS 17'-7" 17'-4" 17'-7" 52'-6" OUT TO OUT STEEL Partition W Bracin A (11—Partitions Req d.) Partition W Bracin B (6—Partitions Req'd.) FOR ALL LIGHT GAUGE STEEL TO STEEL ATTACHMENT USE #12-24 X 1 1/4" TEK 4.5 FASTENERS Detail "A" 10'-6" 10'-6" 10'-6" A 10'-6" 10'-6" 10'-6" 10'-6" 10'-4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 10'-10" 10'-10" 10'-6" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 42'-4" 42'-6" 42'—'0' 42'-0" 42'-0" 21'-4" BRACING PLAN All dimensions shown are to the web of the rafter 12 1f—'— \ / SEE BRACING PLAN / \ FOR COLUMN MARKS \ DET. "A" �— CB05 —� 1'0 CABLE TYPICAL TYPICAL IN WALLS 17'-7" 17'-4" 17'-7" 52'-6" OUT TO OUT STEEL Partition W Bracin A (11—Partitions Req d.) Partition W Bracin B (6—Partitions Req'd.) FOR ALL LIGHT GAUGE STEEL TO STEEL ATTACHMENT USE #12-24 X 1 1/4" TEK 4.5 FASTENERS Detail "A" CVI 1 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 7.5 8 8.5 9 9.5 10 10.5 11 11.5 12 13 �n 1 C E COMPARTMENT (1� COMPARTMENT 3 H B (i 10 E8 - - - - COMPARTMENT 5 E1 COMPARTMENT 7 COMPARTMENT 9 10 8 G COMPARTMENT �6 10 COMPARTMENT (J4) COMPARTMENT Q) Endwall girts 8Z12 FINISHED FLOOR 6'-0 3'-10 M O C SIDEWALL EVEVATION at LINEA ZSidewall girls 8z12 N M 13 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 5 4.5 4 3.5 3 2.5 2 1 c (A325)B1/2' (4) 5/8"0 x 1 3/4" ( BOLTS (A325) BOLTS D C B A 12 1 r— M I C E9 / COMPARTMENT (-8) 10 8 G COMPARTMENT �6 10 COMPARTMENT (J4) COMPARTMENT Q) Endwall girts 8Z12 Q I MJ FINISHED FLOOR (A325)B1/2' (4) 5/8"0 x 1 3/4" ( BOLTS (A325) BOLTS D C B A 12 1 r— M I ENDWALL EVEVATION at LINE 1 « Field locate 3070M doors. SIDEWALL EVEVATION at LINE D (2) 5/8"' x 1 1/2" (A325) BOLTS (4) 5/8.0 x 1 3/4" \B C ENDWALL EVEVATION at LINE 13 Endwall girts 8Z12 f Field locate 3070M doors. 611 ZSldewall girts 8Z12 C Endwall girts 8Z12 Q I MJ 148-1 BFL73-240 BFL73-240 BFL73-240 F2 17'-7" 17'-4" 17'-7" 52'-6" OUT TO OUT STEEL ENDWALL EVEVATION at LINE 1 « Field locate 3070M doors. SIDEWALL EVEVATION at LINE D (2) 5/8"' x 1 1/2" (A325) BOLTS (4) 5/8.0 x 1 3/4" \B C ENDWALL EVEVATION at LINE 13 Endwall girts 8Z12 f Field locate 3070M doors. 611 ZSldewall girts 8Z12 4 2.5 5IQEWALL LLLVA I ION AT LINE A 209'-4" Det."M" 22'-4" 231'-8" D 1 12 C i'T B A Art r%0-97 6FL50-242 BFL916-16 BFL50-242 (70) 2'-7" "PGR" PANEL tlC1 < I cL r— • � Q7 CL. I 1 1 1 1 D E11 I 1 FINISH FLOOR I I 1 2.5 5IQEWALL LLLVA I ION AT LINE A 209'-4" Det."M" 22'-4" 231'-8" D 1 12 C i'T B A Art r%0-97 6FL50-242 BFL916-16 BFL50-242 BFL5o-Q7 9"--U- ENDWALL EVEVATION at LINE 1 AS SHOWN et."M" Detail "M" FORMED BASE TRIM A 12 B C t r-- BFL50-242 BFL916-16 B� 50-242 BFL50-97 I I i I 9"4 ENDWALL EVEVATION at LINE 13 AS SHOWN et."M" 1 W M WALL LITE BFL24- 2-0" LAP Door Panels And Trim I i N � W tlC1 < I cL • � Q7 CL. I 1 1 1 1 40'-0" Door Panels And Trim 10-54-250-14.5-1.0 metallic building company M=3 7301 FAIRMEW • HOUSTON, TEXAS • P.O. 80X 40338 ZfP 77041 (713) 466-7788 ZIP 77240 I O I N � tlC1 10-54-250-14.5-1.0 metallic building company M=3 7301 FAIRMEW • HOUSTON, TEXAS • P.O. 80X 40338 ZfP 77041 (713) 466-7788 ZIP 77240 i to BFL24— — DOOR PANEL - 5 nr 1IvI1I IV U I YDRO—SWING 12 TRUSS \\-- Main Rafter 4W44 -12 X 1 BOLTS DATE DESCRIPTION BY CK'D metallic Vuilding company /19/03 FOR PERMIT JED BAT flij Ila 7301 FAIRVIEW •HOUSTON, TEXAS • P.O, BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Customer. J. B. MATHEWS End user: ACY FORREST L"00011: SANFORD FL Det. By Chk By I Date Scole Building ID Job Number Sheet Number Issue JED I INIS 1 1 0605-207064 E8 A r DATE DESCRIPTION BY CK'D metallic Vuilding company /19/03 FOR PERMIT JED BAT flij Ila 7301 FAIRVIEW •HOUSTON, TEXAS • P.O, BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Customer. J. B. MATHEWS End user: ACY FORREST L"00011: SANFORD FL Det. By Chk By I Date Scole Building ID Job Number Sheet Number Issue JED I INIS 1 1 0605-207064 E8 A I MI, V 1 11 Section "E" Door 99 99 Section 711 rir+ Swing ing M G G N INr- N M O 1'-0 1, 1'-0 40'-0 CLEAR 2'-0 40-0 CLEAR DETAIL 99^79 I v i nni T(- L X 1 Pn1 TTC E- F\ I I l.j/-1L I f\ V JJ SECTION "J" HORIZONTAL TRUSS COLUMN 12 X 1 BOL' 12 X 1 BOLT VERTICAL TRUSS I Jr- n -nn n i -rni i(-(, ITS Spandrell Beam (2)12X312 C12 gel Brace )LTS TS SECTI ON )9 H V' Jamb, Spandrel and Bracket connection At column HORIZONTAL S ' TRUSS �— BRACKET BOLTS V SECTION "H2" Vertical and horizontal truss connection at door jamb 1 3/4" (3) 1/2" X 3 1/4" A325 Bolts w/(1) Washer Ea, Truss Purlin Web Rafter Web XI ----------- * ------------------- --- ---- � N (A325) Bolts L3"x3"x3/16" Section BI 4X4X 1/2)) X 1 1/2)) (A325) Bolts PBR PANEL idrel Channel. IVlull I I I UI I iC Rafter Section B3 � 4X4X44 12 X 1 BOLTS '2 X 1 BOLTS 4X4X44 � 4X4X� 4 RAFTER (WELDED) — �(WELDED) TRUSS Section '9B279 Vertical Truss _._1_._ _r #6 IlYdfle rxin9 Detail B4 -1/4 0. C. Clip At each vertical leg of vertical truss Horizontal Truss Jamb Column Hydro Swing Framing Hydro Swing Door M 0 N N co Section "D" REVISIONS --"—' NO. DATE DESCRIPTION BY CKD metallic building compnny A 03/19/03 FOR PERMIT JED BATIM � 7301 FAIRVIEW •HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 Customs; J. B. MATHEWS � End User. TRACY FORREST 2003 Location: SANFORD FL Det. By I Chk By I Date Scale Building ID Jab Number Sheet Number Issue JED N.T.S. 1 0605-207064 Ell A Stitch At 20' 12° 12" 12" Stitch At 20 _Base Eave Rake And Intermediate Girts Member Fastener Spacing IV 12' 12' Hanel End Laps On[X Member Fastener Spacing Fastener Location "PBR" Panel At Wall NS0001 3/1_6"- 2 Hillside Washer Flat Washer Hex Nut Back Up Plate Note ` Eye Bolt Web of Frame Cable Brace to Frame Connection Nate: Shop welded Back Up Plate may be located at either side of the web. (If Requied By Design) Cable Brace 12" 12" 12" 10" 2" 10" 2" 10" 2" Detail Panel Fastener Locations At Wall Members (Except As Noted Below 12" 12" 12" 2" L 8" 2" 2" 8" 2" 2" 8" 2',2', Detail "A" Eave Member, Peak Member. do Panel End Laps Panel Fastener Locarions Member 4 + Screws Roof Panel Continous Tape Seal Tape Seal -- - Stitch Screw (For Roof Only) ------ _ At 20" O.C. 3/8 X 3/32 Thick STD.) Roof Purlin Panel Detail "A" Note: Section Thru Panel End Laps Screw Pattenns Shown Satisfy U.L. 90 Requirements For Roof Fastener Location For "PBR" Roof Panel NS0002 Notice: A Minimum of 1/4" Space Should be Allowed from the Sheet End to any Surface. Stod Line Wall Panel Member Screw (® 12' O.C.) Anchor (By others) Finished Floor Farmed Base Trim J (BFL73) Formed Base Trim Section w/o Panel Recess Rake Angle Column Deoth in X 1' M. Batts 1 1/4' A325 Bolts twill Elevation ntity) ter Column Varies) Section Thru Rake at Cold—Form Flush _Endwall NS00110 cauMfT SIDEWALL OR � ENOWALL GIRT (TYP.) ---------------- � � o l i i . 1 i 4 4 USE SC—i6 CUPS 5 5 USE SC -72 CUPS 6 6 USE SC -73 CUPS (4 BOLT GIRT CONNECTION REQUIREMENT) NOTE USE 1/2" 01A. X i" A307 BOLTS AS SHOWN SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL Panel Stitch $crew AT 20 O.C. Membgr $,crew 1 —0 O.0 Remove Bearing Leg Corner Trim (BFL830) "PBR" Panel Outside Corner Trim NS0015 Steel Line co O O N N co O NS0053 INS0062A INS0125 REVISIONS NOTE: NO. DATE DESCRIPTION BY CK'O 1. These drawings are intended to depict general Installation of items) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. Standard Details A 03/19/03 FOR PERMIT JEO BAT Customer. J. B. MATHEWS End User: TRACY FORREST MAR 2 7 2003 Location: SANFORD , FL Det, By 1 111 8, Dale Scale Building 10 Job Number Sheet Number Issue ,IED BAT 03/19/03 N.T.S. 1 0605-207064 1 S-1 A 4 1 4 USE SC -3 CUPS 5 5 USE SC -56 Ct1Ps 6 6 USE SC -57 CUPS (2 BOLT GIRT CONNECTION REQUIREMENT) s COLUMN SIDEWALL OR V 2 oro ENOWALL GIRT (TYP.) 1 l 4 4 USE SC—i6 CUPS 5 5 USE SC -72 CUPS 6 6 USE SC -73 CUPS (4 BOLT GIRT CONNECTION REQUIREMENT) NOTE USE 1/2" 01A. X i" A307 BOLTS AS SHOWN SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL Panel Stitch $crew AT 20 O.C. Membgr $,crew 1 —0 O.0 Remove Bearing Leg Corner Trim (BFL830) "PBR" Panel Outside Corner Trim NS0015 Steel Line co O O N N co O NS0053 INS0062A INS0125 REVISIONS NOTE: NO. DATE DESCRIPTION BY CK'O 1. These drawings are intended to depict general Installation of items) described above. Some item(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. Standard Details A 03/19/03 FOR PERMIT JEO BAT Customer. J. B. MATHEWS End User: TRACY FORREST MAR 2 7 2003 Location: SANFORD , FL Det, By 1 111 8, Dale Scale Building 10 Job Number Sheet Number Issue ,IED BAT 03/19/03 N.T.S. 1 0605-207064 1 S-1 A AN -1, :�°'BUU*ORATA ,,,�INU Wind d Velocity (mph) 11b, Company Eric Kqritik , Architect Importance Factor 1..00 Prepared'By Eric Kuritzky, Architect Exposure Category C STRUCTURES Client Name Tracy Forrest Internal Pressure Coefficient 0.18 INTERNAB Job Description Sanford Hangers Mean Roof Height (ft) 20 ONAL, LLC Large T Hangers Building Width (ft) 53 Building Length (ft) 232 Roof Slope (x:12) 1 Job Number 23005.0 4e I I I I I I I I f.- M �"q! �t Z�i '��-pq "1 61 0- Gara G C Overhead Gara e MU Prefin MU 19 A I.` . ` .14 Tor k S A '044-5-- -4-- .... ........ ....... REVISIONS iA_VV r0e FSF f I -4 DRAWN ZA — -CH.E-C DATE SCALE PROJECT NO; ,,",' SHEET I ■ ■ ERIC D.,KURIT'ZKY AR0007981 ARCHITECTURE CONSTRUCTION ADMINISTRATION CONSULTANT P.O. BOX 561227 ORLANDO, FLORIDA 32858 898-6654 407 898-8854 (407) 898-7992 FAX CJ 0 ai 42k (M LE 4W4 a. 0 4 rA REVISIONS iA_VV r0e FSF f I -4 DRAWN ZA — -CH.E-C DATE SCALE PROJECT NO; ,,",' SHEET I ■ ■ Ir op* T6,-( Q L: 01140 REVISIONS I . � ,�, I . I ;��, I-.- I I � ; . � � � . . j � . . I � I I � I I . I . 11 . . . � 1'. I I I � �. .1 - ,:� � -, , '. . , �,, ; . . � :.. . . . ,:. 1: � - ;� '. . . .1 . I � �, I "I , . . . , . : . I ,� I , I . . - 11 o - : jI � , . I , �,,,:��.�I�,'.�,.,��," . . �� I . I w - .1 . I I . I � :1 �'- �,�,:""."���,,,.��,,���,�',,,�,,,�"",�,��,�'�,,��� I �, � : -r;. .�; , 1 �� I I , �,: , . .1 �,'_�, . , � , , " � , :1 , , �-� �',� , ";1;1 , I:— � � ", , 11 I `;�.�,,.;,;, - �, . - '%��";Kl.`�_ -y", " .,.. ... _..,_,,_ 1, _t;_.�,�. . . I , _��;i',)�-�; 1, ; . �; - , I , 1r.,, �'; , (, �i�,�� �� �,�"" � "�`, - , . , I .. . � , I : , i , ., .* . . , I I ; , �, � , , I % I � I � � I � 111. I - � � , �` I j1-1 _. I . 1 1 . 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I I I I I I I . . I I � I . I . . � 11 I � . � I � . I I I . I I �, I . I I . I I . . . � . I � I � . . � I .e .1 .1 1� � I ,,,, I � � . . . . . I . . . I . , I . I I � . . . ; � . . I . 11 , : I . : 1, I , - . . I I . I I I I I I � , , � - , � . - � r I I 1,�, ,:,.:, -! I I 'i . I . . .11. � �J I � I I - I I . '. . ; � � I I I . ; . . . q � . I . . . , I .1 - � I . I I . I I � � I ,, I , I I I I I I 11 I . I . . . . I . - . I I � � . . I . I , . I I I . � . . I . I . . . . � I I I I I _'111 . � . . I � - . - . --- I I � I I I . I I I . - I I . �11 11 , I , ; � � . -_ , I 11 I - '..- � - I . . � I I . . I -,-- - -, __,_ _"' - - _"' --"',--- __ _ __ ,_ __ - - . I- . � - � .- � - I ... � I --.1 I .- - __ - - I.- I .. I .... I 1. � - .1 I I � ... .... I �__ _.. I .. _ _____ , , - _ ..". _ __ __.__..._._ __ ___ _ _ - . - . - . .- I - 1. I � - . __ _ � , - � - , "" - __ � .. .... I - "I .11 I .11 I .1 � ..". _ ___.''.. - -------- �. --- -7. -, .. I - / � . - _,:._."�_� 1. .1 � � . I - I I �. .." .. 1.1.11, 11 , 1-1. .. I -11.:.: _'�__ .� �, - , - --- -1zvF:.y_- i � - � - - ..,�'..,.-,"�-1-��111.1��.11,11�,��...,....,....���-.-.�.�- GENERAL 0 D[TIONSANDNOTES ok � _� - Ao�,-r,;t, --vc C'N"' . __ . - . . I A . 1. ,_ I . . . I 11 - I . . I ' I I I . � ..;": It . .- I 1. IT ISTHE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMEN is OF THE BUILDING . I . � _m_.,.___. __ . .._ � - �� � I I.... - _....... - ...... - - - ___ -1 I . . ,,r - - __ � �_ -I �. _-:- *�* "'. - � , __ - - -". , 0 --.-- _ __ � - _ - . - - _ -, , __ ,. - -, . - ....,�_,*�*_��':_...I,o� - -_7 . , _._ L.-.. __,_.. __ -.2, 'I 471� ..... .. _ ___...____ --- -1-11 _ 1. -_ � . . . _ I .- .� _ ,4 - - _ _ - A . . I BOTTOM OF'MIRROR , MI - I � 9 . ,�, � . . 1. I , _ I I _. I I I ; . AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO � I . . . . . I I .1 I �,� I Z.,."tvrl, - I I 11 I I I : I � THEIR WORK IN CON FORMANCE WITH ALL APPLICABLE CODES AND REG ULATIONS. : #** . - I � � . .�, - I �� "I'll- - , 1�1 'i�� aLL; .�,, , , , I.. 'I" ". -, _ I ".��j+�� - L-.-- � I . .� I 1� I ��. . . "�_ I . ,� . " - I-, -A--,_�. F; 1, I I " , ._��. * I . . I _111- � .1 I I I . � . . . I _11�-, � - �� - _#____ I . i, .. 1 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. . . I I _____ , - _. .-U. � I . H� I -_ . / . I . I � " _r____________11 . . : I\ , �11__. _, __ �� �� 11 I I 1. .1 I ,� � � .. I I I - I -11.1 I 1- . - I 11 1- -.....1- ;-1 11-- .. � CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THE DRAWINGS AND EXISTING CONDrflONSTO THE ARCHITECT oft% I ... �. I 11 1� r � I � . -- -� - - -...,- - - . . I , I I I . - . I � I . ,� I I OFIG 11 � �,� ., . , _._% ,��__�_� - r-�I,�.:" I I . - , " __ - ___ .`_ ., "I " . - _ - _ I 11 PRIOR TO COMMENCING WORK. � . I I 1--_ � �.. -V-11 -,�,."-,".,,�l.,."",",�".�,.�-.-""."..� -, - _�__ . -4 `f� ;� '' � - - _ I.. ,_-, - --..-.-,. - I _ " -k 1- I -: "I ---;I-- - - . I _k� - _H ",4� �: � _�jq_`�'y_ -�,�* -, '�f -,( - I _._1._-.__ - I I I . . , -1 - I I 11 I . 1� 1\ I I ............... ; - _�,_ � .. .- *j_ - - --- _ -, - . I .. I - , - . L_ _4'e-4 - , - - I \_��, � _� ''o'.$ �� A, - - -1ki. -4. . -4- - . . I � : .. . .... :�,, . %1> I- �7- 1 � j - . .- P.r._-�.�_�_ � A '_t4_ _10"'.1- - I _. _ I -_ _T-_,_1&-__(_-,-�_--_- -,�'_---- - k " I . � i I I . _____1 � , I - .. I I \ � � �� I ;�<_ I L -e ---J,_-1,-,p,,.-.(e_gj ___ __1 -1 � 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, __ � . �_ N � ; . . . - ,e�5.1 .,it _L . �, 1. . 4 . i . , - - ' . . w . _... - ,--,. �, - . 1� - .- I I .. " J I I T . 9 _WT __' . . , " -,-./ _ -.-- -:t.vv;;,cm_4,T12: --�--ro-F---,--,----"--,,�-1-1--,-*----,-.--,---�-:-.-,------,.,-.�, _-, I -L, ) SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER I t I , \ ; � " _ , I � , , ) I .�l-.----�-�--.-..-.�.�l--.-..----.-�-.�-1-�l.-��..�.��.�"--.-.-.....�.�-.---�,.�lI . ..... 1. -I.-I-1. ", . , , . -.-,.-. _ ?_ _ � , - . I WORK. . x . Ix � . . ,. � . , , o_v_1r_�....._ - -A1- -:��, "D"."C,ot--�-"P-.tt�",.[�At,4-,< .- -- >�' � _ � : -1 v4ij-_�_ .0,A_ � I I I : ,_____� . 11 I .0 � I � ! 1'..-._1..-_-. 1- lr,_� _T 1 4. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ARCHITECT AND MAY NOT BE USED OR . . . . ; .1 ... .- - -.7-fl- , . . ! � . � . 1; � - 'AH--D-;.-,_e-.-P-t,LK-SC,'T.k,p- - b'i ,,,r2 . I � : I ,_� ,� , T I 1 ,_ " ------ ,� I . T � " ___1 "--^ - ___ -��: <1 Iq I x . I . i � - 1_� _�� 11 ��N- --�-._-.-_- - __:�,_.___._,_..._ - --- ---------- . .. .... � ---------- �.�,..�-.,.---.�...--.-.-,---�..,----� ... � ...--- __ t r_ . I Y_ . z < . ; � I I � I _ N- I � T , I ) � j , , �,___._ - . REPRODUCTED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. A ., r .1 . I - ". ;9 VEL . � I I _ �:7 - __�._ I-- 1-1-1 1��;;i,111N�__ ... ... I -1. I 1. I . _ ------ -1 - - 5. ALL DETAILS AND SECTIONS SHOWN ONTHE DRAWINGS ARE INTENDED TO BETYPICAL AND SIIALL BE CONSTRUEDTO � I I . . I . 1, I . ;-_1 I _1! 11 I 0 - I I -; - 7 � � ! . * ------ --- ___,___,_,_____,__ ___,____ __`__,__,,,__* -- - ---------- :E FLOOR LE b - � � _. ___\ . . "t . I 1 ,zIa !�t i . . . . - . . � . . . _�, � � -t . k ............... "I, ..... t, I . � ; A � I . .: I I APPLY TO ANY SENULAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS 0 1 �, � � .1 I i �.. . -&I- - . ___1 L___ I . __. .., I 0 . . I . � . I i I I .1. � I . -1 . . . SHOWN. THE 0. . I �. I � . . . � I , I . �, � . I i , � I . 11 -_ -_ - - ---i --- CONTRACTOR SHALL CONSUI:fTHE ARCHITECT IF THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION w - . 1 __7 - - - , - - - -I . I I I ; i � � I . � I. . I . � I - � '; - - � - ' ' � � � ' ' I ' ' ' I ' . ' � I . . . . I . I . I � I . - I . . . . � � , . - � - , � . � I . I I . I . - � I I I I., � � z � � 11�1. I I . - � . . . . . . . - -.1. I - ... - . . . - ... ". � - I .1 _. . , I— ' '- ' ' ' I -.1 - - - - - - - � I ' ' � 1. I ' ' . I .- .. I . I .. , . - 1 1 . - I _... ; � I � . � .. _� I.....".. '"""""'""'-"'""Il"'L"-""-""'*"* ... -" --1 - - . 07 45!.. � �-' �T__'___,,__, _,__,_,_ ___, " ,_,_,, _ OF A DETAIL OR CONSTRUCTION ISSUE. I I - =MR BAR : I I - o i � I. .. _* o_ I . . -..---.. I I I m ''I i ,� 7 .:.-... I.I.AlrTLIt.-T, vv � Z6 , ! . �, I I ; i, _-11-11 I. --11 __-____.__. � . �� . .1 I I I.!, . . ,, 1. � I � , . 1 � - - - 1 �21 �. � . I . . I " .- , 'I"," I . . I �� - � 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY THE CO,NTRACTOR PRIORTO CONSTRUCTION. .2 aI . I . � - J. __ - , __ I.. [1. --- I I.' " - I I . I . - .- � -- - - . . .0 I I , - , . ,�_ -- ,,�.�,�, . 7. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF SECTION 606 00 . HOT �WATER fmlf*E I ". I c_;�,,�_,_?&>��L- ,TAA,?,-A.;z 1.1�11 I . . 1. � � . �. 1, I 11 '. 1.11 " . 11 �, .1. I .. I I . I . 1 ,2 1 1 � I . I I I 11- - . I.. . I . SWALL'5E COVERED I . , �. , I A . - . . I - . I I � I EDIrION OFTHE FLORIDA BUILDINGCODE. IT IS DESIGNED TO WITHSTAND 120 MPH EXPOSURE B WIND LOADS. MINIMUM . . . � I .. i I .� � 1. -11 -7 , ,", - , * - . I . I ERIC D. KURITZKY . ; f , . I 1. . . �, . � , �'. . . , -_ -",--,-- � i, , - - - � I 1, I . DESIGN PRESSURE FOR OPENINGS IS +25,9, -2$.l PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL . . . . . � 'I I I _-_1_-__1_-_...__ I ,�, . � � I � 2� . . .LEVER OPIFFRATED . _Ifl,�� � ... �j � t'l . ?.'__-_-_.1__-_'- F . I 1, � 1. � I I . I -t! . I . 1. I l�- -,, .. � I 1: . . . I I I APPLICABLE LOADS. DESIGN WIND LOAD IS 120 MPH WITH SHAPE FACTORS. NET UPLIFT DESIGN PRESSURE SHALL BE 30 .r I I I 1,..1.1-------1__ I "I . . I � � � . . I . i AR0007981 . I FAUCETS .- . i . _ , 1 . . � I I I P,SV,.DESIGN ROOF LIVE LOAD IS 20 PSF . Z � . , I I . �g . ..._� . . .. . I I . I � I I I ... I I I . . I . ;__� ; . . I . I . , . I . I , . I-- I I .� . � � I I . I 8. CONTRACTOR IS SOLELY RESPONSIBLE FORTHE SAFETY OWTHE BUILDING DURING CONSTRUCTION. ARCHITECTURE �--,-,.,.,---.-,-",---.,--.."-.---- ___ , I . , � , i . , . I ,: .!, �, I . I., I I . d , . � . � I 11 . . -.---.-----.-,.----.----..----,-.-----.-.,-.-.-� ... ______.___,___ . . ....... .... ... ----,.,. __ ------- I ! � � I : I I : ! - .1 I ." I I I I . I I - I . 1 9. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED HIMSELF CONSTRUCTION ADMINISTRATION f � ., I I . � . , ; . I �, u . � -.1. 1, � � I .1 ,I I ,%. I ,. I 11___..�-.----_._-_._ k , r - - - � , , , � ... I I . . .c CONSULTANT i I _-11 �� "", ��' . � I � , - I - ___1-__ � I _JL�;,�A _ ., ! ; � �. ..,-...,-.,-�".--,-.�.-,--�,.,-.-�-.-�-�� -_E 1, " " ____-1_._, . I I E . : . 11 ...... _ _ �____, _M_ --1-._o_ . 1, . � �, _1;_i_.�_. I __� ... i�?. ___-, ". _ ; I ,�� .. _ _ � ! i I � I ,__.._!___ ____._.____ v : � . r- " WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND WITH REGARbTOTHE DRAWINGS SHALL BE w . . . I . - 4--_-', __ - __ - ___ d �_- .�, ,; 1 7 7 . . . f k,;,�.,�':,��* . � ,:7- � '' ) . I ! , � . I I I. I I . , ,_ -, 4- 1 , ' I 0124'60A13 BAR W1 . . . I I 0 , . I I i - I I �:� BROUGHTTO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. .", . P.O. BOX 061227 1 1. - 42' MIN , , I . - I I . I - I I I 0 1 - I ., I . I. � I . I __ Vio ..... . _1-1-_.--1_ I I � I �.� I . � ! I 1 __.-14f". � �._ .��;, . I I ''I I � I ORLANDO, FLORIDA 32856 I , , 1 1 � I , . 17717 ... � � ", � 1 i io. ffISTHE CONTRACTOR'S SOLE RESPONSIBILITYTO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURETHE � L .�2', CLEARMCFE f ROM I I I � � "I . . . 1, I - �, I 11 � I C . - . I - I . . I . , I I I i . ,. " . I., - � I . I .-1 - � .1 1.1, � : 11 11 ., I .. I ,� -_ SAFETY OFTHE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 'rills INCLUDES, bUT IS NO\T LIMITED TO, THE I � 0�q , , , . �.., - - " � t . . � I 19f I . I I I � . I - '� I - .. 1, . 1. I . I �, I -, 0 36' MAX VALL 4 SECURE To WALL, . . f . I I . I : I L I I . I .... 11.1. i � V) . . I .. . '.. I . I I- . I . I � 664 � ... ___; ...1. I . I I i I "I I I I �., . .,� . . ADDITION OF WHATEVER TEMPORARY BRACING, GUYSOR TIE-DOWNSMAY BE NECESSARY. SUCH MATERLXL SHALL BE c . I " I I � - � . . .1 I .� . , (407) 898-7992 FAX I . STUD,OR ANY SOLID BASE - � I I I I I . 11, I I I - . "'.', I .- 0�'. I ,. . l-, I � . 1 6 V.1:10146v_ I , � . -1 I � --. � . I . -,--: .... 7-_-_ 1 1 . I- I - � , ,� I I . ,. � I I i "I � 111� I I .,� ,, I - � I - I -11 � I . � � " � I , REMOVED AND SHALL REMAIN THE PROPERTY OFTHE CONTRACTOR AFTER COMPLETION OFTHE PROJECT. . "I'll, , . . . . . . . I I I t_!, , I ! , - 11 � 1. - -- �- ---- I -- -�T_j:, .1 . _= -- - 4- - I � - : c (O %� P.,x c ;I ; .1 , �� 4 ., � -',, � � .. I . I -1. - ,,, � . . I ! I I ,, � - I I I � � I - I- - . �. I i I I .1 . � r .� ` .,:.�,. 11 "I I . � . ; 1 I --- . "I 7- � ,� .. . �,,. 11. IF MATERIALS, QUANTITIES,%STRENGTUS OR SIZES INDICATFD'BY THE DRAWINGS OR SPECIFICATIONS ARE NOT IN � . I �, � :,j"V', , r ,,, � I . .r . I 11 I ___ , . .. I r -'i. ,�.o.... �..,_! � : � 11 I � r - I F , � ,�, I ; Q . 1. ' . , - � , - - , * I AGREEMENT WITH THESE NOTES, THE BETTER QUALITY AND/OR GREAT R QUANTITY, STRENGTH OR SIZE INDICATED, �t I I - c ; . � . � I - 7 , ""i I I I IE I . I . � I � 4- ,� I � I I * I . I I I it; I WAP 15ANIStONGER, THAN � � I I I I I . I I -1 11 �'. I _1 , � _1 . 11 . - I I , . I I 1. � I , - - � .. '. 1.11 � 1-1 I. I I I _,i � . I + � I I I 1 _ � - I" .1.1 I I I :: 11 I I 329 ,'SECURE ATTACHMENT CENTER . i, � ,� , I . � , � . 7 1 � SPECIFIED OR NOTED SHALL BE PROVIDED. � '? � - 16 .4 � I I . , ", � 'I " dl-�7�, � , 1.11 I ,, I � I . .1 �, �� 1, - . � � _�_',_ - I ,�,, �,, % ,,I �: , � . I., .. W. I Iz (A ;n , I i 11 I � � I .. . Ae-e,5w-.,teo:. 1p*HeM� 10F� IAi0 � I . (� - ,_ � " ".A. . , 1 k11 I.. _",q,� -, . I I .1 ". I � 12. PROJECT SHALL BETURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALLTRASH AND DEBRIS REMOVED FROM SITE, . I � .1 . � -1 cq I I i . .. I ,. I I . 11 , :, . , , ; �-- � -1 f'-.- - 1� . I � 2 � I ; M. � j p . . � , 11 . 07 1 ALSO I f I . . _ . - . � I � - ��:,��,:..,_ _ ,-, ��z -, � � , � � " '� I I 1. . I I - , � .1 E I I I I � .. . 4 I . I . I , . I " " 11 1� �,, '. 1. I _: "I 11 _�_ _�. - � I !, t 1, I fl� � -D AND CLEANED, AND ALL 2 1 7 1 ; � � . I . \,. , I. - �:, 1. I , v . I � � .. � - - .11, - K, I ITT_:.�:`N� �_ I : ALL WINDOWS AND GLASS CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTE I . . I � I - . �,��7 - ` I , - - - I j.: " . . FLOOR LEVEL � I � 11 � ; , , . . �, �, 1. � . \��"-j 6 , " 7�:.� � � I I . � � 11 � . 1, � , � . 0. .1 I . 11. i - I " 6 ..; I . .. I ; I I . L I ' ' �', I ,,,,- -1 .. 1� I - I---,- 7� � � ,- _., -,-,- - r. � I I TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER. . a 077 . I ei , , � . 4 1- , , I �'' I 11 . . I 11 � . , .. .1 " I 1. � ! I 1 r7- r -_ -_ ,- - I I . I _i �', it 0 �, I _1 - . , i 1% " . � 1, . - . I � - - . . 1. 1. . I I t �..A "u -L;-,.__-:_:-_1 �,;� � I ... . ,.%,. I I ; .1.11: , _ . I . � . I I p �� - , .*�, I � L , I , 1___-_1-_.11_.-_.: L . . , . __ I , I I , '.'s I 1� !'?,,_7-.:'q _;,�_ -& Z. - H kt , _ � , . . __ , :1, d . . 6 1 �o " I : I . 0 � � - � � __�_ � , , I � ". . I � , . i - j�� I �:_: . , , . � , .. - � __ . .. I , i � . - \ 13. CONTRACTOR SHAL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL ,NOT ALLOW DEBRIS TO ; ___i, . I f,4 . _-�..,,Ir__"_�'i 4__ , _____ = �� . � I . _q/ _,� . � . . �c % �', , , " , , 11 . � T-0.1LET1 cjw� I � I ; �_111 fl�l - I I I � _ I 1. .17 - . . ''. :. I.:�\ I :, 11 I , 11 I 1 '' �_ � t, - 16� .; I ..-T-, I . HOL60 . I � . I . - I—— � I , I It � 1. 11 _�, `: �.��,_,. 1��__ .,; " I 0. I - I . - ': , �; , , 1\ I 0 i / � . . . � I I 1. .. I 7(Q '" . I I I D � \ ACCUMULATE. . � I I � � I : 11 . � 1.11.1 ....... �__ - , , � 3 I " ; . I . .� ,. � , � . .1 I. ,, 1� � ,, � , ., ; �w I , 14, CONT"CTOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES ANDTAXE$. . 0 � � : I 1. , , , :� t.,,, I �, -1. �, 11 �� I - " - �_: -.�..�-_ ., �, , ,,-, I ... ..... .... il _�'_._t,,, ,, I 11, ,; I � �' I I ,� - ,- - -, � �, .. I 1. - I I I . t, I f � � I �. - � _�� N, I .. ._�__ I " � - I I I . I � V ,�,� ,, I � I I. ��, 11 , . I "I., . I - . ___ �.. - __-� -7 - w, � . - . i I � . 4 , i I " � I I . . , , . - 1--_�..of 1, -_ I . - . I I . � , I . il -, I . I 1. 1, ----..-,-. I " _�%, ,,, i . . ... � -.1 '__\ � i . 15. DIMENSIONS INDICATED ONTHE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE . I I I � . . 1-1 � , - _�� - -17, _4 1 ,., .. � � , .. I - � � � -_ - .. I ._ - - - - . � � , I / I I., I � I � I I . . I I I . -:,- _ _" .__1 - _ � . . . . . ___.�___ "I #61 7. a I � . I �. - 1 � . 1. I I '. ,,;I .. 1. . I I I I '... 1, � I I I . � .1, .. , . I I ... .. I I I � � I I I I , I � I I.. � . ___ I I . I I , ;.,.� r 11 % � . � I 1. �, � . I . . ", , I DATA AS PROVIDED BY THE OWNER. BEFORE PROCEEDING WITH ANY WORK,THE CONTRACTOR SHALL FIELD VERIFY ALL I r)lf"', A P . . I I . I .1 1 \\;�, !", :f", , � . I . . -.71 � : "' I I ,�. I - ' � I Lt �. . I I �., �� I . " � E SITE TO AVOW CONSTRUCTION I ; � � � 1"), ; j w ", . 1. � : 11 '' :�,�� I -__-1-____, i 31 DIMENSIONS, GRADFS, LINES, LEVELS OR OTHER CONDITIONS OF LIN11TATIONS AT Tit c r . - 11, � � I . I 1; t 0 . . � . .1 . 1; � ! '_ - J��"-_N 1-w. I I , , � HOH'$: .'r I i . �\ ... . I I , I .1 "I . �, H!AN %mr/A _ 2mouW Ign K� 1: -.11 I I � - 1Q, � , :� ,: I I I . ,,, , ; - : , � 1 1 1. 1''. I � -.-.f ",-. b.,.'K�q � %i, , I I . 1 7 � I � r i . 'T ,�... � 1� 11 .. 1L. � , 1.11" .* . I . 11 I I : .. E I I . . � . . � . � I - -,-- , :�. - � , , / ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE -1 I � , I I I . . " I . . I - I o6 , , , .� � - . . . J I _�� I - I)[ : �, I . .. I I . � RTS � _ - - 7-- . 1; a_1 - - _ � , � , v I �, �, I I.."/ �� I / 3 I I I I f I 11 I " ;�l " , �,_. oq , `TT�i�__�._�'. l.k � :�K / I I . . I � I I ,, I I ,p �__ " I:, �1. . . .� - . / i VERWItATiON OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR AI)JUS`fMENT OF WORK SHALL BE THE � I.". I 1 �. $1 11 � ..�__ , ,,, , ", I I .1 I I I I Z .1 . I �', I I .- . � . . . , , . � .=4_.IN_ �� I�P,` q- I , 11 I I . , 8 I � I ,�� " I - - �_-----,IT- I , " - 1, '"', (:::::] �� - 1� 11 ��._Ii;, , , ; 1. 11:. .::��--,�::,�' , *OF.�__ ,-, � ; . . I � I � I � . , - , . , , . , I , � - � � . I . , . ,; I . - _,_.._'_____.__ .; _ �_ . _ _ -1-1 -1. 1'11�0111; � � I , I , � � L I RESPONSIBILITY OFTHE CONTRACTOR. � I ; I I.. I . I ,.:�'. � I .. 1.11� ! I I - I I I w I I . . I I I � . Z- , '� . . I � � �, I I , . , v) - I � I . . � .1 I . I z I I , . . .. , . -_ I 1 16. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPENINT SHALL 13E DETERMINED BYTHE .. I . . . . I , , � , . � �, I 1 4) 1 . I � t I � I , 'j. . 11 ,� I c \ , , : . , , 11 I 1. . I 11 I , . . �, 1'� , r, 11 .. . ./ I � I . � ` I '. - � ___ ,/ . . . I . , .., = . A. , . . , I 4111� , 1, �, ,1, I �_�!,. I 11 . . k , I I ,1, . -, � ,4�'. �, ______ . ____. _�._ - I I I I I � 1, 1� L, I,, I I. . � . OWNER. I " , ,., il I I . I , ,; . I . . 11 ; I , � � ... . ..... � I t I I i . 1, , - I - , �, ,ol; " I I � �,� ,� . I . - -_ , . 11 , -w � - , -- I . - . . I I .. . 11 . . .1 . � I"'. I'll : �01 ''I � ", I �. I I 1, I - � �. - �, , , 4- 1. 111, - -A - � , Ia� .. .. � I � I 7� 11��'. __, _'. 7711011_1__ _.___ 1 r . . , ;, ------ T�: 7711�` ., I 1� I . .11 ___��_ � , - �, . I I - I I I Ill . I ,� I I '.. 11 , !� . I . . . . I _: , . � _ - ,1�4 - � r � I . %. � .,., . �. -i'll . , . I . .� , � I __ % � 17. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, STORING, PLACING AND . 0 . 1:� . -1.1 �, ,-.1- __� - .1 . m : ; I , I �. � - , . . - -1 , . . � � L.- �,:; �` - , --- I I . I . I - I I � �,_ 4; � :.. . . � I I - 4 , . . I I a . - , '� 4 v I... ,_ I PROTECTING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BYTHE OWNER . . . .1. � 11 I - . I . -_ _4 -,-,:A+4�,,- :'_.w� _'__.,___!_ .2 1 1 � �, X - i I � .. I I I �.. )"', ,,, � : I " " - I I. , , ;. I I , I I , - 1. , -%, Izq " '�' " 11 11 11- ""', __,-,,_-Irl � FORTHECONTRACTOR - � r :�� I , �., I .I -:,- I I I I '. \ I I - , � I I i � , ., 'I ,, I �� � � ,.�:. - I . � . : 'X ': I I I i � 1.1"XI V_ �m , I � I= I 0 " 4 - -.k I I I *, I I � �',:�;�_ � -, ��_ ,_� , , S USE. I . I � . -_ .- ,_�� � I � i 1 1. � , � . . . I . � . I I . . -_ . 1� I � . " 11 I . 0 � . I . . X I � I � . I -, _ _ I . 7 �_.____._..._,_ _-1 _ - 11 111. __ 1-.__-_.__1-1_-_,__., __ ...1. _ 11-1 . -1 .- 1. r I . I � . , I . .- I - 1 :. . . � . I I fl, � . , I . _ �,:�� ",11-W- , � _ . __._,:t�1,,:_, __ , . -1- __� 1E . , I ,. i , , , , , . . '. / - - - �� , __ =. __/h "it D: "\ j I - � � �. _- " S.. . I N . , -1, I \ . I , / I , " � � , - ,-) " ,� 71, .0 ---I-- - I - � - I—- - - I- . I I . . ; � I I . I " '-, . , - I - "-, . I.- , 1.�� I .. � , 0� . pv`*`:-:.-�� - - . -_ I :,.*,.' .. .. 1-1 I - � __ I � . r . . I - X� .__1'1\1'11 �;� ., -..� I _- r ', [ I , �"_,: . - I . , , . _ - �, . , FOUNDATIONS I � _0 . I �\ , ��' .1 .- I , - % ,H " * - . . I t, . . � ,\ .. . . , . .- - - ,� . - V , I % 1� I - � � � � - . t=: . - -, - :-,. '. - � I I - I � 0 . I 1. .; , �, � � , .. "I,:- . -7 1. . SUBSURFACE $OIL CONDITIONS INFORMATION:IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSUM . . I . -_ .- , I 1. I � ji I .r v\ _ I I '! � ,. I � . . . . I I I '. t.., �', :,.jl' . �� , ". ; . I I 1\ I . . � . .., I I 1 '4 . � � . � �-, � . I.. I � .. I I I -, �_ 'I , ,- __� . � I ED E , �N I i - T I � - . I I � . I 11 � � ".., .. - , _,;__'__'___'_'_ q I � I ..".. N - I I I I - � .1 I- � I I 1-1. - I I __.. , .. � , , . : , " ` � ?--- I 1. r .. 1-11. . - I � I - . I., --.1 - - _.1_-1__._._1 .11 I � ... 11-1 - I - .1. I .1. I . . 1.11 . I �" � ._.�� 1. .1 . � . I 'Ai� ., __ . , - _. __ " - _ - I . _ . . . ;' . - � 60 .. . I I N - _.... - I .1 1. I . � I - . � . I . 0 .1 I - I : 11 - , -" - - 7 'IN i , I ,� �, , J, . . m - -_ _____ . . . ; . � . . , I ; ,e , -%77; I-'-"-- I Ff ��,__ . ._ ___ �__ , I , v - L , , , , - �;� � ", . - _ I -.11 i ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A.GEOTECHNICAL ENGINEERREGISTRERED IN � /: . I -_ T_ tq 1 f4.-4--- .� \ I I I x " I .� . - 1-1- ,�.� I 1, -_ . 1-1 IN I . . - - _: - �i 4 ,�'Tt* .m _; _'' 11 � V) . I .1 , I � , - I�V� i 1-4 -�,f__: __.; I � . . I*il I i � .. � .) __, . � I THE STATE OF FL RIDA. I � , * I. I : 4, � .�:-,- �,-, * , - - , � .� '1*7� � �. . I r I � I . ��: - .. ", 1, . I I" I I , , k - , - _ I c � ., � L-�.'4, "" ' , I - , I '' 10. � I . __ . . ,. I I I I I a i , 1� ..:;,,, I i r ., ! � I I _ � I 1-1 . I I �11 - 3 �., - r:��, *.',�. , ,,'- 1� �11: I., � "� 41- 1 -1,-11, "I I 1_� . " . I � I I I . ..., .1 . � I I . � r � _ I ,� . I .1 I ,�r I I'll . I I 1 2 . I , , , � ; ::;ill' 1. "I I . ��� " � -, 1 -7 1 j 2. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION. SPECIFIED IN THE SOILS REPORT SHALL BE ' I . I I - I. - . I 1. 1. I � .. '. I - - , I I . I � � . I I'll �� , � I � 1\ I N 11 , I , 11. . "I'll, 1 -.7- -_ -_ 11 i,; __._ , _-F i � I - � �- - � : , � , . '.. , , , " :, � 1. . . - -- ,� � "I I �, ��, . �_ :0 .. I—- � I .., 1-1 .1 _..L..__..1 - I , . � 11 ., - . '"i �: � . � ; 7 ,�. I 1- - - 11%... .. � I I . . I '' '� " i _'�'._' , I I � �� I ; � p . ,., . ,� , . ! , 'I �,,�� 17, j " 11 -IS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION ; . . i . �:�T*�., i� 1.1, , . I � . . , I , , � . FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMEN . I I . . . , �� , I _ . .. , A � I I . . I I 4 :,.1 I ; ;,.� - - , I 1: . I w m . . I . A e.� I I . I 1 -7!- . . .. ,:.. -,".) N --� ,� , � 12 ;.4 (m , , I . I - � . � � I . I ,� - � ,� I , * " I- �\; ,.� - , - , 1, I ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TOTHE CONTRACTOR. I I wo . . .1 I � , _ I __�� " .1 . , ,-,r, I - :, � - I—. :i, I I I � . . . .... .... _'. _ ,,, �_.�,_ , . r . I . 0 . I .. . I � 1 W I'll .P.O I 11 % � � .i I . 1.1, ,��,� I � . . I . I_ I I . . . r_ I I I I '. I . 11 I '' I'll ;�, � .'�� . �. " �,_,. 1�.,, I I I , � .!=�V�?�t ___._._.,___.__.___....... -1-1- ., , w . . I I - 1. "" .p , \__ __ - --/2-'�:� __2.;-_--- 4-,T't�v, , � � ( , r" �_ I? r I—. 'o � -.-"�",�,-"r-""""�'I'l��, . ' I I . I \ , I CONDITIONS I , I ,�� . ,� _'�_'_' ". �/.J. , ._ . /11 '. . ,. . , I I A & � "I I __ f_ 111� i 1 71A il I � , , . , I 1 3. SOIL SHALL BE COMPACTEDTO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. I . �,�_, *1 , , ,� ? I � �,. 14 ., I . . . . I . . � , j jl� . I r I I , . , '. 1:4� , .� '�-_W_ I " 11 � I 1�1 � . - . I I 0 ;* I I . . . I I I � I 1_� .I. , �11 � - 1, I I 11. I 11 , , . , . ............... .... :;�z or- - - � I I � � � I I ; 19 . . � . , - , I I . I ,� I __ . . I 1� � - 1. . .11�t . I 1. . . . 1, I . . I . j .. 11 I. 1� 1-1 - ", -, . I I I I � .- � I . ; 4. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. I t , 0 !, �:: % � 1- I . I . , , ��,��, � I . I I ,� ,�i --1 I ,; I I . � I " .a,�_ , . . % I -11I.. I .1 . I �, i�, , i i . . I . . , I . , `�! 11 � , ,.�i,.zk, I :', ..L - I , - 1�. - - 1_.�'. - - - � % .11 4, I -111, ,,, . 1: .� -1 - 1.1 I-- . . I 3 +0 �� 7 , - _...." - , , . 1. .. I . , - , �!� _, , �. . � . __.___,.___1._ ...- I . - I I . , .. 1, I i .1. I 1. --- . �- ,� � � 11 . I I I '. I �.. _11n�-�'; - , ,. �, 1 , . . 't,j ,., �� �, 1 � � I � BRACED ., . , -1 .1 � I � . I .. . , , ", ... �� ..... 's . : I . I '. ". � Ij "" , , . I I I I , A� 4 z� � 1 5. BACKFILLAGAINST AWALL SHALL BE PLACED EVENLY ON BOTH SIDES OFTHE WALL UNLE$STHE WALL IS FULLY . . , . , . , � . . , I , I I . I - I , � , ,* : I ,�,a I 11 , � I . , I I - I. __ , f? t'�__ c I _-, - . : I I :.1 � . o . I -4 ___�� __ __ _fMg-T -5 . I 0 11 �� �_ � w F__ �.�____,m_ z -1 I , .., � ....... �.,�7.11--�--.-.,�'..---��,.�.-I�,,�'. 1-1- I.- ....71� --177- ..... . , ...-II-1111 _ -11 1-1._--._._1- I—— 1. ... I..." --_7 .......... ��-�.,.,-�"-"I"-�'�,--�Ill�',.'�'L.-�l��'L�1"1'�.1-�,,I�,�l,��ll.�-�..,,.���,,,.�,,�,..","."''�,-�l''.�l.r.1.1--.,�"W",�I � 111. . 1, ... ...1. ....- - - , BYTHE CONTRACTOR FOR LATERAL PRESSURE. SUCH j I- . I I I . I . I I I I I . I . I � . _1 I I 1. I � 1 1 ,BRACING, INCLUDING ITS DESIGN, ISTHE SOLE RESPONSIBILITY OF r ;,- I I . L I . I .1-o � �7 � I 0. -.4 . I . . I � '�",� ... ____ - I ; .. . I I I I , �'_ _.' ---------1-.1 _.__._,.:. I � I . w 11, I I : I � I . � I I ., lyli I - --1__._1._1 ----------- --. �_ - --------- ��r'-'�'L-�--.--'-"'.-�.�-.-.--..�-.--,-,..�-..7.1.--.,.�..,.,��-'ll,�,-��.--.1--�,�--- _______._______, I � � � � ., �� - s., '. , - � I , ;, N -SHALL REMAIN.IN PLACE UNTIL. AFTER THE FLOOR SLAB OR OTHER STRVCTUiuL ELEMENT , �p* I .1 � � I f " � : I . ; . ., � , . . � " . :7-77 ---_77�1�, 1!7'�'- - -1 --7.7� . _.... _. � � 1. I .. I I . 1, , . I I � 2! 0 I � . . � - , � . . . � ' -5 - � 1. 1- � - . -1 f . . I * I I , �; . I. � 11 i � THE CONTRACTOR A. J) .1 � -1. � . - 1, . I � I I � - _!. _"' - � . ", I 1. I I I . ,'' ' L I _ - . - r - � I . . . . I . � .,-,-...:,. ,"'.. -��-T,5s,O,. . I . - " - � 11 I . I I ; � 1. .. ." I I . � . . I " �� --&-,- ,,,.-�.."?,7.._-,..: I . r:: -.g 5, . " . ' � , , ,. !, �.. u � I 11 - � � . I I � I I �j - i � 4��rr - 1�� �;� - . �:, , : : , I I . . j . - � I oe :: . . . I . I I . � ., , . , .0, , .. � 011A ,. I �d, I . ,� .1 - - 4 (-�'ige I -'e. BUACJXG411E�. AL,L�.flASBEFNCONNTRUC'fED'fO'TfIESA,fISFACTAo.NO E A C IffECT. c ;* I � . � I I - ., '' 1. k . � �!, I I EX, L "' . .fe , , . __,:.:� . .. I I . . /. I 1. � . I - I � I I . 11, . - I ._,.L,. -�e?, ( � , -, , :��,J.ML, 4,9t, � ?� I ,:!�,�,e - I I I ,W I F TH R I . I . . I � V- . . I � 1 .1 ilp I 11 I . I 1 I . . 1, � . . 11 I.,, 11 - _ � I I . � . I I I I I I . I I I I : I ; , I ,. I I I "I � e �, . .� .,�6, ��, il, . I � . I I 1 . . I I . � : 11 � � < * . . I . I � �, � I � I I I . I . I I � Q . 1. I : # , .1 . I 11 , . � , . I 1. .; r I �, I . ,� 11 � . � �, .,��%_ I I 1.0 L' I I ,�� . �� � . I . I I I I I � I 11 I .) � I . I � . 6%, � L' , ... I ", I ) I I I - I . . I I ; : . �� *- I � L- �! �,- _; - I � �� �`� , . . 11 � I � I .1 . 11 t� . %% 1, I ; I I . � I . I I � � . . . I . I. .52 , A (A -- -, - - ) � 1. ... � - li__� . I . �o . . I L I I (A S W* ... '. I i I I � I � � I - ' - ;,�4 9 e�,t4 �� , �,, �� I . ___1 I � 11 ��,,: . . I . � .� 1- I . . I ' ' - - . .. .- �-,, . . ''. 5/1, 1, 14- I I .1 . ;� I � - ACE,CONCRETE 0) I I . . -.,c--- �. , , ;!,; ' 4, ,� A, P/, I , . � � c , � I ; . . � . I I .. q �7�_ 14 � - " I _ 'r i��, � � 1. '*")14 4 A.T->. 01 M10. , I . I . . 1 -44P --- I , I_, � , .r, 0. . i CA$TjN Pl. , - , - , - �,_I_ T - . I' - Zp_ kl.� I I . I . I .,I �p q I I . .1 � I : ., � ; �-:' 7 j' ,f-. , A i . ,4 . I :� �. ,: I . ?. - I . . �_ I , , ,,.,, �� - . k � . , i I I 1 ", , . , ., . I I � . -, �_, I I . I . . . - . ..��:. I I - - � . I 'I .e , , . I . � - ,. I . . I I I � . t I . __ wk e6 �� ''. I I _. . . . . -1 ,. ! I .; tu 1. I � . I * 7, t _� F-.'-' I H I :. . f'��,e-s r-\ r -,OT v�'-yrtl '�'�..�._.�,�, r I I . - . . I_ , , I I _.� � I 1 . ! I � . - ,2 �m I". � I .. : . � 1HALL HAVE THE, FOLLOWNG-MiNimum c6MPRES$IVE STRENGTH AT28L DAYS: I � . , �, t I I I . � - . I � - I I . 1. 11 �, � , �1, - f, � I.. :.. .;! , _ , .F � . I I S I I i - �. �,., I _. . ,� I . . I I I ; � � 1, I .1 : � , I �, , . , . i I 11 � I I - . I � � I ��.11; ,� �, I I I . / I 1; .1 ,i � , ". " L � � . I �,� 1 �".-fN�L,:� !' j I � I I 0 �, I , � . �, . I ,,,,� �il - ,� ., I 11, 11, Ftlk6a� I � -t . I � I I � 11-1 I ", r I 1. '' � I", � I . .. r, , . . I . . 1. ,, I � ""'' 4� � � . � 'Af_�. 7*�__ I I I . I I . , I � : SLAB , AND FOOTINGS �30()o PSI I � ,�. . I I � : . I I I I / I . I I . ��', ML . , . - I I ,,ON GRADE I (.� Q I ; . �' . I . � � 11 I I Ir. .1 . . � � . . I 1. �,J; I " ,��,J�pT)4 ,.. . . � * . � 1�v . t . : �,� R,-�,tK?10, I Lz��,,:.",_--,, 1, 10 I �. I . I .1 ��, I �: � ; . � 1. � I � .�: . I -1 I I .1 � I - I : . . � - . � . . I . . I I , ;:z I . I -, z . I REMAINING CONCRETE 1 13000 PSI I I � I - I . I , �11,'fj . I I I ;-1; 3 1. � �1� - ____ � � . I . . - . � I . �, I I I 11 q) 10 . I '' I I . 1, , . I �-, in ... :,l T, , i) , . I 11: 4 � . 11.� = . - I .1 . I , '� � - I I . I �-,- .1 .� 1.� . I . I �. 1. � t I . . . . . ! �, I . plll _ . . f � - I: ,,��rlw;w_i - . L 2. ALL CONCRETE SHALL HAVE ASLUMPOF 4" PLUS OR MINUS I", AND HAVE 2TO 4% AIR ENTRAINMENTS, AND A MAXIMUM 0 . � - - __ , . i I - � I = I-— il 1�11 1, � I i� . 0 - - `� 1, J... r, � . I 1. . :, �- ---� C-- , I . . k . I � , 1: ; � _j . I � '* , , " I . I 1. . I .' 1� I . . -1 . 1 � I __ �L __ = , _�!_��_ji, � I %* . , . I I � I L� I I 11 I � . 11 . . � I ) � , ,I � I 1 "4 ____ 1� _. -,-- � --:-- I �___ _�_ � , � NVATEWCEMENT RATIO OF 0.58. +.j , � ; z I I I . I � - -1 � . � I :;:- - , I . I � 1� I I . i . i � . I � I � ___ 0 : I I t .. I I i __v . 1 . 7 , � �, ' 1. .. . . I . � � . 14 14[i�� I ." � �: , .. ". 1, I . . I ________ _. '=I ! . � I � . ! . r_ . I . ... 1. . - 1: . � . - -- - . . . ::�i i . - - I IV- - -1 . i:iii��. - -A I � � � 3, Ot CHAPTER 3, METHOD I OR a w ;* (m . I . I . i , 4e--qr -A .. . . : 1. - I I 1� _*:* . I I I I , ,c:�. - I I = I � . I I . , .. -_ ::;� -0, ;- . : . I , +.i . - , I : % �. . % . . . . j I __ � I I , ki ; I (9 0 w . � . . ,, . . . ?;?o - � _,��v -, � ,: I � METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3 OF THE LATEST EDITION OF ACI 318 1 1 1 1 -, -,, " � .. .:: -:11 , � ; � I I I L I I I , - -_ -, _. -, 1� �_T_V�VAX ,IAY - -, , 3 ;* . I - -�, , . . I I --.------:i -) t , I, CONCRETE MIX -DESIGN SHALL BE IN ACCORDANCE WITHTHE LATEST ED 10 OF ACI 3 1. I I I : I � � ,�, � �. - " - . . . . .-.,-J L. I . r . . � ; . . t I I I IT N . . .� .1, .�.. 1. . . ! ! io I . . �1201 .. i� , '. . , A� . . t..,Q � � . :1 � . . i - 7- -v � . I . . L ��, *"" ,� r I -11 c-tt6-s- P�If�,fq , , , � . 0 = = � - � , " ) ' - �, � ., � - jj; VT � � �. r''.,�� ,,�� � � �. � -- -- - .1 . , I . _,4 , . � I . :�� I �,� . � � i I I ___ - ___.t�:. &1� I . � 1 4. . A-615 GRADE 60. c 0 I � � �.. I I - 7� � a 4 , � , i: k ;* m �.. - - 1. � � i 1. I I , I . - � I � - I . . I ,. 1. ; - , � � . : , 1: . . � , I . n - � I -1 I I I = � I , :': � :, :,, . � 1: "w. ;v � -4 � I I I I , � i,,_ _4 , I I I" � == iv . ., P,�, tA . 2,�, ---� 0 � .0 i ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORNMG.TO ASTM . ,, ,:_�,, . . , . .. .1�, . . I 1�lj -!� . H I *P* - � . . . I .. � ,� - 1: � I .. I . . . :v � I I - �';, - . . . I I � . . I I . - . v I "THE BUILDING CODE REQUIREMENTS FOR REINFORCED *8 �* - . . ., � r � 'I, , I . . , - � IN � . . 11 , .. I , .. � . �,'� , � . ,, I . . . . -.- - . -I ______ I . .. I I I - , . .. � I I ----. , ---.. . \� -I, _3 - I � 5. ALL CONCRETE WORK SHALL BE IN ACCORDAkE WITH . - I -, . . �� 4 , I . I I .. ___,� - . jl�_ � = .� - , i . . . � � ! I I I � 0 0 .1�". *:, i r � � . . . I . ; I , & - +1 & f,&, H �--( -f,f,p rr I t CONCRETE" AC1318LATESTEDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR�BUILDINGS," AC1301. .F 1� I I _ ,"�L !�j; i I . � . � I ) I � I f . 1 411k" 1 . " I" I . . . I ,)e � . I I I I � I .1 , I '�,�'�w;, I I . . � � I , I , I '*��. 1==c - - I== 7== - I � I i I � � C.) � fll�`�': I . . I 1. � �, ?,�p -r,vc>m v -:;.-==o . . q .. I i � 6. W . HERE BAR LENGTHS ARE GIVEN ONTHE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUHIED, IS NOT INCLUDED. HOOKS 0. � . ` 1�,,_� -, .1 � I � 11 - , I � - .; � , i . . p= = . � r .__ � I . . . � � 'i . 0 . 1. I I .1 � . 1- ,r,,`-- : , . . . . � . . '. - I .. � 1. , f SHALL BE PROVIDED AT DISCONTINUOUS ENDS.OF ALL TOP BARS OF BEAMS AND AT SLABS. EDGES. . �n ;10 � . � � , , L)" I I . . ... I . I 1, I I e . - , -,�. , . . . . . : . . I . . I I I I . _ . � � ,,� �,,.--,�r., .1 : � I I I I I � . . ___�__ I U 1. � . ;%,., - .1 I . � I I I I . I I I � . I tr_ ;W4 ;, .11 � I I . it . I I i ! I . - . " � . .: � . I\ I k\ ),)1�49.4_ %, I I I I . I It i I �� � 7. CONTRACTOR SHALL PROVIDE SPACERS, CHAIR$, HOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ; 0 , .� � I.-6.- �� . I% I 4% . I �i : � . I . � _ I . : .� ki * 41,( it .. . I � I . p � . I : - - & 1)? -0 -,� ,)� ,,g . / ,,� I - � I . � . IICff ARE PLASTIC TIPPED OR STAINLESS 0 1 . � % CL w � _ .�. - c____ I I 0 ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS W1 , 7f , e _:__ f.. � � . - � I � I IfL=_ --..---, -- ------ ------- --- I Is. " I . .'. � . ....... __.1- 11-- . I . . . -._-._.1.__ _-1-.)p_ . � i = � � ; I . � � 4 _____ -, �v , . � - -1 ,��tAT, , . _���__ _ . � - Ili 14 � . = g4 I 1. . . (0, ; ,I) �o ., &I I 1* ." . � - 41 . _ :_ 11, --A" , _ �L �, ' 4_4 0 . I � . , I �_ I .- I . I I . ... .1 I : . 11 . � . � . I . . . I . I I 11.1,11 I I STEEL. a 0 0 . � . � I I I I. i . I I I', � : = I I I . . I I I I I , � g � . I I . . I I : I 11 I ki " I . I li , . 4 � �, -, I . :11'' 0 . . � : �, I , 110 .!, , I I .. I '' " S. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALLEXPOSED CORNERS OF COLUMNS,'OEAMS, AND WALLS UNLESS = CA *.0 . , � . . - N I � 01, k � 11 I 1�01% .1� � -, . L. � I I . 'm I : I . . i I * e, :�; ,�` -�. " OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. I . � . , . � I . , I I I 1�19 I 1p� . � - _T 4-11 lb�, azo .- . T r_ ,.� ." . ., 1, �_ I � T.. . I ill F 114 - . - , T 6�, !�-. ., . _r I - h, �:. � - .2 qn . . r4 1.0 p\ �" ,-F , . : P92, -(P IE-,V(!5;t,, . 1:- I �, � t�, 14, 0,4�1� .6a I, ,. F 1/2-1, F � 'TYFI 66WM0 F570 4- I 1: I � . . . I ; , ,. .. 7 � � --.-- ��P" ? ...... - - ,-,,;;;7 - � _ " - 1__.-_.'1_ -, - ; ., p I I , � I � � . I �( C) (m --..�.��-.�.-.�,�.-,----..--�.-....--,-� ,...,.-.-. 1-111.-- --1 _1._-1___1 ...... 1. __ . -,.-- _ ir_ , .- __ . . �. .. ;; ,,,�----:--,.-;Z�,.Z;�,7.�,.;:,.- -��;_ __ _..__.-.1-___11_- --- ,- ____ - - -_ __11 �: I ' 9.' - THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: .2t. I ,.. .. 1. ". . � I . 11 ---------- - 1. - - --- =--I .,� I . . m , . ..4- --1 � , I ,--.--. ��-.,�-�.--,-,--'--:.�-.�..,..---�� _ .... . ...... ---- - -- - __ ----.--., - 1. ____. _... I'll - _. .. ..... - �..., I . , 11 I , : _ I 100 w ,tz I r � � . -1 1. -1 _ _ _.. __ , __ il.. - . � _ ". "...., � ..... . � � . � - __ .. --- . .. ... � - I . 11 �.- .. 111.1 -1 ... .. . .. . .... . � - ...1. 1. - 1111-1- I., . � I a _e� . . . .1 � I . � I I I - -1 �.__ le - I I . I . I I I � � 1 3.1 1 1 1 . ". . 1. � '' :; ,:'':c: 7 ��_,., � . � I I � . I I � � CONCRETE CAST AGAINST AND PERMANENTLY EXPOSEUTO EARTH. 0 r..q . = .= �. .. I __ �� . I I . . I . ; � � I � � � � � � .. '. � - . I I . I I � 2" 1 EXPOSED TO EARTH OR WEATHER 96 THROUGH #18 BARS -9 lu qio . . " I I � .1 . I � . . . . I . _.:�: . . I I . I . I - I . . 1. I . ; 13 Q A POO 4�4 1 . ,. .11 - I . n 1. �:, I I 11 I � .11 ,. I .. I I � . I la" ALL OTHER CASES 1 4,0 % = ;* = = I I . i ( � � � .n I . I � I , . _,�:% I . � 10. 'MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICE I ,, * 7a, .0 ir c 0 (m � ., '' I � :, :" I � � . : � , . . ; '� 4 * _�,�, ��, - I I .S SHALL BE 48 BAR DIAMETERS TYP. EXCEPT WHERE OTHERWISE, �' ,�, I �, � � . . I , � I I " � � - I I I . . � . '.., � . . I : I . ,i, . I � 4 � . I I I 2! Ow A� to V� V5 ,� 11 4 1 !:�_:,: �� I ., I . j - - I - 1� I I .1 . . �_ e I �:_: : .. I ; NOTED ON THE DRAWINGS. . I : a . .1 . . � - I � I .. 1. . . . -i � . .1 ., - � t -� . I . ! . I � .. , -_ I . . I .11 � . , - � . 1. I . . 1. 4 -1 1 .:-:..'c. - '' I . I I � . I � � � , : :1 -1 �:�`_ - . , I , 11 I I . " '�,' : TM A I "a - , ; �.: !,� . . II. WELDED WIRE FABRIC SHALL CONFORMTO AS -185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE � I i � I , � . I . . � I , I I I ,, . � I .i . I ''I �. I . 11 . � 1-1 :1 I I I I . , : . I I � ; a � I . I . I � �. �. I %.. � I . I ; , - � . 11, - CROSS WIRE WfUHIN THE 8". ALTERNATE FIBERMESH REINFORCING SHALL BE COMMERCIAL.GRADE. : a . 11 I I I I . . . , .1 I I I � . I . I I � ; � � ; I . I � . I . � . . I I � I - . I I . I � I � I . . . :, I . . " I . 12. CONTRACTOR *t; � . . . � I . .. . . . . . . . � � , SHALL VERIFY LOCATIONS OF ALL.OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY � 4 1 1 . I :.1 I . . I I " �11 , I : - � � , I , I 1. I . f ! - �. I . I . � -, �: �:,�: I - � 1. OTHER TRADES.BEFORF, CONCRETE -IS PLACED. . . � .- I - I ,,, 1; �.. �. I � � - � m REVISIONS I .1 I : �,.:, , , I . ;� �,�:`l I . I . - I . I I I I . �` � i I e I I . . I . � 1 13. HORIZONTAL WALL, BEAM. AND FOOTING BARS SHALLBE BENT V-0" AROUND CO10.ERS OR CORNER BARS WITH 2'-O" LAP < I � � � , I , � . . . .. I . I . 1, . I . I i -1 . ., � .. � . .11 . I . .� . . . . 1, - I I I I SHALL BE PROVIDED. � I - . , . . ; - I., . . I i.., .."...-, � . . I . 1, . I I . \ 1. I I I . \ I . I I I I �. � I � I . - \ - \ � . . ! I . .- I & , , I . 11 .1 I . � I .11- . -11.. I � I 1. .. .1 I 1. �, -, � I.. 1 -!,71! � m - - - I I � .------ " �_______ . - 11.1 - I __� _1__Z_-m�__;_'1 - . .1 ------- � � I I - I . I I . I I I I �... -- I I . 14. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING 'REINFORCED I . I . . ... � 11 ,, ,�� f� ,� . . . -, . � ,�,� 7 � ;,y.':., I � I . I � . I I I �1 I .1 �! I . I If 1, . . .r . " . � .. I I I . . . . I I I . I . I I �� . :, � I � . CONCRETE STRUCTURES" AC1315 LATEST, EVITION,'ONLESS DETAILED OTHERWISE ON THESE PLANS. - I . . . I I . I . I . I . ,[I, I � I I , . I I : � I . 2 1 . . I . 11 I . .1 I . . � . I I . . f .. . I ` � I'l � � I$. CONTRACTOR SHALL REVIEW ARCHITEC10' -AND MECHANICAL DRAWINGS'FOR SIZE AND LOCATION OF EMBEDDED I I I . I I I - - I � RAL . "I `:.'' . . I I . i I . 11 . I . ., �, .!:. 11 I I I : I . . . � . I I � .. . � _r � ,� � I I I . . I I � � � I I . ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPE$, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS HALL BE FURNISHED AND al . . I I . I � � I . � . .. . :� . . I . . . 1, .� I . I � � .. � 0 1 � . . � INSTALLED,PRIOR TO PLACEMENT OF CONCRETE I � ,� I I I . . :. � � � . I . . ,-. I .r . � , . I - I � I I I � I I . I 11 . � - I - � I w � .1 ,. I " I I I : 'EL OVERTHE MIDSP^ UNLESS NOTED OTHERWISE. I . . . I � I � I I I 1 16. FOR BEAMS, LAP BOTTOM STEEL AT THE SUPPORT MDTOP $It I . . . I I I I . , I ' I . � I � . I I � . I � I . ''I � I � 1 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETETUFREPORTS DIRECTLY'TOTHE ARCHITECT. � 0 1 1 . I . I . I . 0 . N � , \\ 7 \1 " ;10 R � 1 !7 T 1- � I -1-1 . - -1 = "I/i _4-�? , ur"i � ) � T1 I . I , I ; I _T \ 7 X Ix E2 \N \\ � � ;4 \ , 1\ _,_ � \1 - , \ Z, - I , � --- I �_r 7 , , _ I I , I . 1 _�---,7�, " _ . I , .6",, �, A 1�1 ,'� 1� I,- - � I I _', , , , , AN.JJ WO T, --7- I. "' , , r, . , , , .,--, , I 11_�_: I - _ , I I I ]�(, � I .1 I I I � I . I I . . % - - ... - ... . . 1, I I - - - I I".. - 1.11 . .. - , � I . I � - I 11 � ., I j - .: -t 11 \ \ I .. . � . - � I I . ! � � I I I I ,� I 1. . 0 \ I ,� ,� i �� � , I 11 ,.. � . �� I � , � , , , I . e -_ - � � . � I ,. I I , %, . i I 'I �, """, �1' I i � - I 0. I . i I �, � I I . � I I I t .1 � . � I . I ; I - I 0 � % , . - I , I - I I � � ,� = I . . , I 4.- �. '111, . I I %. I . � I I . - I . I � 11 " �11 I . 1/1-1 ; I I I I 111� I i . 111:11, , . � 11.1 I . I � �. I ;,; I _t I , I . I . , , , � I 1, 9 I " (4) . . � _ I � . I � � r- . � r" . - (L . . �. I I , - I HVAC, GENERAL NOTES 1. COORDINATE LOCATION OF CEILING ACCESS PANELS TO ALL EQUIPMENT DUCT ACCESS DOORS, ETC, ABOVE CEILING REQUIRING SERVICE ACCESS AND/OR INSPECTION. 2. EXHAUST FANS AND PLUMBING VENTS SHALL VE LOCATED A MINIMUM OF THEN (10) FEET FROM AIR INTAKES. 3. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT ,SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED, 4. BEFORE FABRICATION, VERIFY AND COORDINATE ALL DIMENSIONS 1N FIELD, PRIMARILY, DUCTWORK $HALL RUN IN CEILINGS AND RUN BELOW TRUSS WEB SPACES. DO. NOT CUT TRUSS WEBS WITHOUT THE EXPRESS PERMISSION OF THE TRUSS MANUFACTURER. CLEARANCES THROUGH TRUSSES SHALL BE PROVIDED BY THE GENERAL TRADES. D. DUCT SIZES AND OPENINGS THRU ROOFS, 5LA135 AND WALL PARTITIONS SHALL SUIT EQUIPMENT FURNISHED. OPENINGS REQUIRED FOR HVAC INSTALLATIONS BUT NOT SHOWN ON 'A' SERIES DRAWINGS SHALL BE PROVIDED BY THIS TRADE. 6. COORDINATE DIFFUSER AND REGISTER LOCATIONS WITH ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL REFLECTED CEILING PLANS. 1. DUCTWORK LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND SYSTEMS TRADES TO FIT THE SPACES PROVIDED. DUCTWORK CROSS SECTIONAL AREAS MAY NOT BE REDUCED. 8. LOCATE THERMOSTATS FIVE FEET (5'-0') ABOVE FINISHED FLOOR THERMOSTATS SHALL BE STANDARD ELECTRIC SUB -BSE TYPE FOR MANUAL SELECTION OF MULTIPLE STAGE HEATING OR COOLING AND MANUAL FAN -OFF -AUTO SELECTOR SWITCH. 9. ALL EQUIPMENT, DUCTWORK, ETC. SHALL BE SUPPORTED FROM 5TRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A VIBRATION -FREE RIGID IN5TALLATIOK 10, ALL DUCT 51ZES SHOWN ARE INSIDE CLEAR DIMENSIONS. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 11. MANUFACTURERS' NAMES AND MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR ON THE SCHEDULES ARE FOR THE PURPOSE OF ESTABLISHING A QUALITY OF MANUFACTURE ORA SPECIFIC DESIGN CONFIGURATION. EQUAL PRODUCTS, AS APPROVED BY THE ARCHITECT/ENGINEER, WILL BE ACCEPTABLE FROM OTHER MANUFACTURERS. 12. REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. ANY DISCREPANCIES NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO 5I05 WILL BE CONSIDERED CORRECTED BY THE CONTRACTOR IN HIS BID TO THE SATISFACTION OF THE ARCHITECT AND AS THE ARCHITECT DIRECTS. 13, PROVIDE U.L. LISTED FIRE DAMPERS IN ALL PENETRATIONS OF THE FIRE RATED SURFACES. INSTALL DAMPERS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE LISTING AGENCY REQUIREMENTS. 14. PROVIDE A COMPLETE TEST AND BALANCE OF AIR AND HYDRONIC SYSTEMS INSTALLED AS A PART OF THIS PROJECT. TESTS SHALL BE PERFORMED BY AN INDEPENDENT BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL. SUBMIT THE REQUIRED COPIES OF CORRECT BALANCING REPORTS TO THE ENGINEER CERTIFYING THAT ALL SYSTEMS ARE OPERATING WITH FIVE PERCENT (5%) OF THE DESIGN QUANTITIES AND ONE PERCENT (190 OF DESIGN TEMPERATURES. APPROVAL OF THIS REPORT MUST BE OBTAINED BEFORE FINAL PAYMENTS OF CONTRACT MONIES CAN BE RELEASED, 15. REMOVE, STORE AND REINSTALL CEILING TILES AS NECESSARY TO ACCOMODATE DUCTWORK INSTALLATIONS, BALANCING WORK AND INSPECTIONS. ALL EXISTING AIR DIFFUSION DEVICES SHALL REMAIN IN THEIR PRESENT LOCATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 16. RECTANGULAR DUCTWORK SHALL BE TWO INCHES (29 THICK, 4.5 POUND DENSITY R-6 MINIMUM FIBERGLASS DUCT BOARD WITH FOIL FACED GLASS FIBER REINFORCED SCRIM, SYSTEM SHALL BE CLASS I U.L. RATED SUITABLE FOR VELOCITIES TO 2,400 FPM AND PRESSURE$ TO TWO INCHES (21) POSITIVE PRESSURE, JPOINTS SHALL BE VAPOR TIGHT GLASS FABRIC, GLASS FIBER REINFORCED AND MASTIC SEALED IN A THREE LAYER PROCESS. ALL STAPLES AND FIBERGLASS REINFORCING SHALL BE COMPLETELY COVERED WITH MASTIC COATINGS. 11. FLEXIBLE DUCTS SHALL BE CLA5$ I POLYMER FILLEDHELICAL SPRING COATED $HEATH WITH R-6 INSULATION AND ALUMINUM VAPOR BARRIER FILM ALL RATED FOR 4000 FPM AND FOUR INCH (4') STATIC PRESSURE. MIN. 4' HIGH VER ONLY IF 1/4' PER GREATER PITCH DRAIN CONDEN$, PIPING ON GRAD UNPAVED AREA l WOW PIPE CAP ENSATE TRAP DETAIL NO SCALE AIR DISTRIBUTION SCHEDULE 1ARK DESCRIPTION MATERIAL FINISH BASIS OF DE: CD 24' X 24' FACE PANEL ALUMINUM WHITE METALAIRE tki LOUVERED FOR A 4 WAY BLOW ENAMEL 05800-116-54 WITH EQUALIZING GRID AND SERIES O.B.VD., LAY -IN TEE BAR FRAME. e O v CR ONE WAY ADJUSTABLE DEFLECTION ALUMINUM WHITE METALAIRE CEILING OR SIDEWALL REGISTER ENAMEL OLD WITH O.B.VD. FLAT MITERED SERIES CORNERS WITH GASKET � L INDIVIDUALLY ADJUSTABLE BAR5 0 NUMBER OF LIKE DEVICES IN A ROOM SCHEDULED DESIGNATOR, IE. CD=CEILING DIFFUSER �'+ 8' INTAKE SWD=5I1:)EWALL DIFFUSER GOOSENECK ON I RG=RETURN GRILLE 0 120CFM DG,=DOOR GRILLE ,d ►� w41 F CORE SIZE etc, (0 D12'04 DIRECTIONS OF 015CHARGE CO -N 0 L AIR QUANTITY IN CUBIC FEET PER MINUTE Cn SEAL EACH END WITH EXPANDABLE FOAM SEALANT CONTROL CONDUIT (TYPICAL BOTH ENDS) EXTERIOR INTERIOR HARD TUBING A. 2' MINIMUM SOFT TUBING (TYPICAL BOTH w, .._ __._._�. ___ i ENDS) # �\I& 45 DEGREE ELBOW I PVC CONDUIT (5CHE, 40 WITH SOLVENT WELDED JOINTS) RUN UNDER 5LA5. SEE PLAN FOR LOCATION. (SIZE OF CONDUIT SHALL PERMIT INSTALLATION OF PIPING WITH INSULATION AND( j CONTROL WIRING CONDUIT)Iil`1 NOTES: I. CONDUITS WHICH MUST PASS BELOW STRUCTURAL FOUNDATIONS SHALL HAVE MINIMUM 6' FINE GRAVEL AROUND PERIMETER 2'-0' TO EITHER SIDE OF STRUCTURE - FIRMLY TAMPED. 2, ALL BACKFILLING SHALL BE FIRMLY TAMPED, PRIOR TO LANDSCAPE WORK EXCAVATION AND ACKFILL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. SLAB � I I I£{ �I {{ : S7 , 11 90 DEGREE LONG _ = RADIUS ELBOW 1/2' WEEP HOLE -REFRIGERANT LINES RGROIRD NO &CALE SiLF1iA i AR000'7981 ARCHITECTURE CONSTRUCTION ADIMISTUTION CONSULTANT P.O. BOX 581227 ORLANDO, FLORIDA 32858 40 888-8854 407 898-7882 FAX A u t91��aa.E%'i !ll I 1 SCALE = I/4' - I'-0' _ ie tki A O e O v 0 cd -«� bA i~ ocd � L 0 CL ® �'+ 8' INTAKE GOOSENECK ON I ROOF 0 120CFM © ,d ►� w41 CO -N 0 0 Cn RAINCAP a DISCHARGE UP THRU ROOFO REVISIONS Q 4' PVC CARRIER PIPE ca 0 m ci. L' o. ZAIN CONDENSATE PE ONTO UNPAVED c PEA c v V CONDENSATE DRAWN DRAIN RAKE SANT08 s CHECKED - HAROLD R CONDO) DATE OCTOBER 14,20M .SCALE` m AS NOTED '- PROJECT NO. WPC -03011 U X HVAC FLOM PLAN w a LARM 'r HANGAR NTH LOUNGE, NOTES, DUAIA SCHEXLES a SHEET I 1 SCALE = I/4' - I'-0' 3 0 n 0 0 c e N a. V m uG G Q T Y C a t u c AJ 0 c a c 0 V C m C b m a ®a L a x m m z 0 $ G m E a v 0 v m N m .c w 0 c 0 0 v ti= 0 0 E 0 a C O N m H C O V 'O d 0. m c Q N Ol L $ O "D m a m �G L b w�- O G v w, E n. w v m n N CD t A C O 'a m 0 v C 0 U m Q A x a Y C1 G i W w O 0. 0. S t m O v1 G s 0 U L s �o G a c m E U 0 s V W 1- T V 0. Q N D x �i V 4 `t U: t DRAWN cn MICHAEL CAUSEY CHECKED ERIC D. KWHITZKY ARQUITUT CCS HAROLD H. CONDO -A AR0007981 OCTOBER 14 2003 SCALE ARMTECTURE AS NOTED CONSPRUCT[ON ADi[IINISMMON rrO CONSULTANT WPC -0301 PLLMING FLV 9 . P.O. BOX 581227 U PLAN —LARGE *r ORLANDO, FLORIDA 32858 HANGAR NTH Q� LOLOW4 NOTES 407 898-8854 AND LES 407 898-7992 FAX SHEET Ci an" yi CA H a U ioccK�No QUr Oy �i�A TO JF waz zAc 41 lu si O PSI 4 DRAWN cn MICHAEL CAUSEY CHECKED CCS HAROLD H. CONDO -A OCTOBER 14 2003 SCALE AS NOTED rrO WPC -0301 PLLMING FLV 9 . U PLAN —LARGE *r HANGAR NTH Q� LOLOW4 NOTES AND LES SHEET O PSI Pi CCS S -t � o Cd O W �-1 ®, cd W hy� Y V1 �1 �1 U COtti co 0 4-4 cn C!1 REVISIONS DRAWN MICHAEL CAUSEY CHECKED HAROLD H. CONDO DATE OCTOBER 14 2003 SCALE AS NOTED PROJECT NO. WPC -0301 PLLMING FLV 9 . PLAN —LARGE *r HANGAR NTH LOLOW4 NOTES AND LES SHEET c O N o cu O C 0 Cod KURITZKY ARCHITECT 4J c °Cd AR0007981 cl ARCfUTECiURE CONSTRUCTION ADURUSTRATION . rl aY o CONSULTANT V j.Lj P.O. BOX 581227 GJ ORLANDO, FLORIDA 32858 0 407 898-8854 407 898-7992 FAX 61 o� cq co 4? ,W m ill co o rl �o� e� 0 1,•.,"{1 (moi X z ►►��FG�y�y•1 � o y 1Wr a 93 O 04 U= O U q V- EI v�]co OkEOE�i f�A c O N o cu O C 0 Cod 4J c °Cd cl . rl aY o e V j.Lj GJ a 0 0 o cu O o 4J c °Cd o j.Lj CL M ill rl 1,•.,"{1 (moi X ►►��FG�y�y•1 f.L q V- EI O j U (u .In V, ^l W 13 c a r U Q O 4-4 9 Cd Q U PROVIDE A SURFACE MOUNTED WALL OUTLET BOX WITH ROTARY TIME SWITCH AS NOTED. PROVIDE A 120 VOLT, 20 AMP, COMMERCIAL TIMER WITH AUTOMATIC SHUT- OFF, EQUAL TO ENDERMATIC "FD60MWC. MOUNT THE, OUTLET BOX AT FORTY-EIGHT INCHES (48') ABOVE FINISHED FLOOR TO THE BOTTOM. TYPICAL FOR ELEVEN (11) 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 DOOR TYPICAL OF NINE (9) UNITS THIS BUILDING. O PROVIDE, INSTALL AND CONNECT A 240 VOLT, NF., NEMA 1, SM, 30 AMP P16CONNECT SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR SURFACE MOUNT THE DISCONNECT SWITCH AT SIX FEET l(o'-0') ABOVE FINISHED FLOOR TO BOTTOM OF THE ENCLOSURE. TYPICAL OF NINE (9) DISCONNECTS THIS BUILDING. ROUTE A THREE-QUARTER INCH CONDUIT WITH THREE (3) 10 THWN, CU. TO THE PANEL A5 NOTED. O4 PROP05ED LOCATION OF THE NEW PANEL 'LTI' FOR THI5 BUILDING. THIS PANEL SHALL BE SURFACE MOUNTED ON THE EXTERIOR OF THE BUILDING AND SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR LOAD AND EQUIPMENT INFORMATION. O LOCATE THIS WALL MOUNTED LIGHT FIXTURE ABOYE THE PANEL FOR SERVICE WHEN REQUIRED. MINIMUM MOUNTING HEIGHT SHALL BE TEN FEET (10'-0') ABOVE THE FINISHED GRADE. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A PHOTOCELL FOR CONTROL OF THIS FIXTURE. MOUNT THE PHOTOCELL IN A FLUSH MOUNTED WALL OUTLET BOX JUST ABOVE THIS FIXTURE. O ROUTE THREE (3) "12 THWN, CU., IN A ONE-HALF INCH (1/2') CONDUIT TO PANEL AS NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT. O PROPOSED LOCATION OF TOE EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE. MOUNT THIS FIXTURE AS HIGH AS P05515LE ON THE WALL. VERIFY THE EXACT LOCAT16N AND MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. �8 PROVIDE A SURFACE MOUNTED PUSHBUTTON FOR CONTROL THE AUTOMOBILE OVERHEAD GARAGE DOOR OPENER MOUNT THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE FINISHED FLOOR TO THE BOTTOM. PROVIDE INTERCONNECT CIRCUITRY AS REQUIRED, TYPICAL OF TWO (2) THIS BUILDING, O PROVIDE A SURFACE MOUNTED JUNCTION BOX AND FLEXIBLE CONNECTION TO OVERHEAD AUTOMOBILE DOOR OPENER ROUTE THREE (3) X12 THM, CU. IN A ONE- HALF INCH (1/29 CONDUIT TO THE PANEL AS NOTED AND PROVIDE FLEXIBLE CONNECTION TO THE OPENER A$ REQUIRED. TYPICAL OF TWO (2) THIS BUILDING. 10 PROVIDE A SURFACE WALL OUTLET BOX AND MANUAL MOTOR STARTER FOR CONTROL OF THE UNDER COUNTER WATER HEATER THE MANUAL MOTOR STARTER SHALL BE EQUAL TO SQUARE D, CLASS 2510,20 AMP, 120 VOLT. ROUTE A FLEXIBLE CONDUIT WITH THREE (3)12 THWN, CU. TO THE WATER HEATER 11 PROVIDE, INSTALL AND CONNECT A CEILING OUTLET BOX FOR THE OWNERS PADDLE FANS AS NOTED. THE PADDLE FAN SHALL BE SELECTED BY THE OWNER AND SHALL BE PURCHASED BY THE ELECTRICAL CONTRACTOR PROVIDE A LINEAR SLIDE FAN SPEED CONTROL UNIT A$ REQUIRED FOR THESE THREE (3) FANS. 12 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET BOX AND FOUR (4) PORT TELECOMMUNICATIONS OUTLET (T/0) AS REQUIRED. LOCATE THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE BOX ROUTE A ONE INCH (19 CONDUIT WITH THREE (3) CATEGORY 6 CABLES FROM THIS DEVICE TO THE TELEPHONE TERMINAL BOARD AND PROVIDE CONNECTION TO THE PATCH PANEL AS REQUIRED. THIS DEVICE AND ALL CONNECTORS SHALL BE CATEGORY 6 RATED. THE COLOR SELECTION OF THIS DEVICE SHALL BE WHITE, OR AS DIRECTED BY THE OWNER VERIFY THE EXACT LOCATION, HEIGHT AND COLOR PRIOR TO INSTALLATION. 13 ROUTE THREE (3) 12 THWN, CU. IN A ONE-HALF INCH (1/29 CONDUIT TO THE LIGHTING CIRCUIT AS NOTED FOR THE NORMAL POWER SUPPLY TO THE EXIT LIGHT, COMBINATION EXIT/EMERGENCY LIGHT OR EMERGENCY LIGHT FIXTURE AS SCHEDULED. THESE CONDUCTORS SHALL BE CONNECTED TO AN UNSWITCHED LEG ` OF THE LIGHTING CIRCUIT. 6 r LTI-40 /1 Bl LTI-31 e.4 A ELECTRICAL FLOOR PLAN NOTES 14 PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER TOP FOR THE GARBAGE DISPOSAL. PROVIDE CONNECTION TO THE SWITCH. ROUTE THREE (3) 12 THWN, CU. IN A ONE-HALF INCH (1/2') CONDUIT TO THE PANEL A$ NOTED. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION. 15 PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER TOP FOR THE UNDER COUNTER DISHWASHER ROUTE THREE (3) #12 THWN, CU, IN A ONE-HALF INCH (1/29 CONDUIT TO THE PANEL A5 NOTED. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION, 16 PROVIDE, INSTALL AND CONNECT A CONCEALED JUNCTION BOX BELOW THE COUNTER TOP FOR THE UNDER COUNTER ICE MAKER ROUTE THREE (3) X12 THWN, CU. IN A ONE-HALF INCH (1/29 CONDUIT TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT PRIOR TO INSTALLATION. 11 PROVIDE, INSTALL AND CONNECT A 20 AMP, 125 VOLT, SINGLE RECEPTACLE FOR CONNECTION OF THE OWNER PROVIDED MICROWAVE. LOCATE THIS DEVICE AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE BOX VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. IS PROVIDE A DUPLEX RECEPTACLE AT FIFTY-FOUR INCHES (549 ABOVE THE FINISHED FLOOR FDR CONNECTION OF THE OWNER PROVIDED REFRIGERATOR 19 PROVIDE A DUPLEX RECEPTACLES AT FIFTY-FOUR INCHES (549 ABOVE THE FINISHED FLOOR FOR CONNECTION OF THE VENDING MACHINES. 20 PROVIDE, INSTALL AND CONNECT A GRI, DUPLEX RECEPTACLE ABOVE THE COUNTER BACK SPLASH FOR KITCHEN EQUIPMENT, VERIFY THE EXACT HEIGHT FOR THIS DEVICE WITH THE COUNTER INSTALLER PRIOR TO ROUGH IN OF THE BACK BOX 21 PROVIDE CONNECTION OF THE BATHROOM EXHAUST FAN. THE FAN SHALL RUN WHEN THE LIGHT IS ON. THE SWITCH SHALL BE TOGGLE TYPE. 22 PROVIDE, INSTALL AND CONNECT A WALL OUTLET BOX AND TELEPHONE JACK AT FORTY-EIGHT INCHES (489 ABOVE THE FINISHED FLOOR ROUTE A ONE-HALF INCH (1/29 CONDUIT WITH CABLE AS REQUIRED TO THE TTB AS NOTED. VERIFY THE EXACT LOCATION, HEIGHT AND COLOR PRIOR TO INSTALLATION. 23 PROVIDE, INSTALL AND CONNECT AN ISOLATED GROUND, DUPLEX RECEPTACLE AT EIGHTEEN INCHES (189 ABOVE THE FINISHED FLOOR FOR CONNECTION OF THE OWNER PROVIDED COMPUTER VERIFY THE EXACT LOCATION AND HEIGHT WITH THE OMER PRIOR TO INSTALLATION. 24 PROVIDE, INSTALL AND CONNECT AN ISOLATED GROUND, DUPLEX RECEPTACLE AT FORTY-EIGHT INCHES (48") ABOVE THE FINISHED FLOOR FOR CONNECTION OF THE OWNER PROVIDED COMPUTER VERIFY THE EXACT LOCATION AND HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. 25 PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 3R, FUSIBLE DISCONNECT SWITCH FOR THE CONDENSING UNIT AS NOTED. FUSE THE DISCONNECT SWITCH WITH D.E. FUSES AS REQUIRED BY THE A/C NAMEPLATE. ROUTE A THREE-QUARTER INCH l3/49 CONDUIT WITH THREE (3)'8 THWN, CU. TO THE PANEL AS NOTED. PROVIDE WEATHER-PROOF FLEXIBLE CONNECTION FROM THE DISCONNECT SWITCH TO THE CONDENSING UNIT. 26 PROVIDE, INSTALL AND CONNECT A SIXTY AMP (60A), 240 VOLT, TWO (2) WIRE, NEMA 1, NON-FUSED DISCONNECT SWITCH FOR THE AIR HANDLER AND HEAT STRIP A5 NOTED. ROUTE A THREE-QUARTER INCH (3/4') CONDUIT WITH THREE (3) 08 THWN, CU. TO THE PANEL AS NOTED. VERIFY THE EXACT LOCATION FOR THIS DISCONNECT SWITCH WITH THE H.VA.C. INSTALLER 21 PROVIDE, INSTALL AND CONNECT A FLUSH WALL OUTLET AT EIGHTEEN INCHES (18') ABOVE THE FINISHED FLOOR FOR THE TELEVISION. PROVIDE A TELEVISION JACK AND ROUTE A ONE-HALF INCH (1/29 CONDUIT WITH RG -61.1 CABLE TO THE TELEPHONE TERMINAL BOARD FOR CONNECTION. VERIFY THE EXACT LOCATION AND HEIGHT WITH THE OWNER PRIOR TO INSTALLATION. 28 PROVIpE, INSTALL AND CONNECT A TELEPHONE TERMINAL BOARD (TTB) ON THIS WALL FOR CONNECTION OF THE OWNER PROVIDED TELEPHONE SYSTEM.. THE TERMINAL BOARD SHALL BE SIX FEET HIGH x FOUR FEET WIDE ((o'-0' x 4'-09 AND SHALL BE 5/8' PRESSURE -TREATED PLYWOOD. PROVIDE, INSTALL AND CONNECT A 20 AMP, 125 VOLT, ISOLATED GROUND QUADRAPLEX RECEPTACLE ON THE TTB FOR CONNECTION OF THE EQUIPMENT. PROVIDE A NINETEEN INCH (19') RACK ON THE TTB FOR INSTALLATION OF THE CATEGORY 6 PATCH PANELS AND WIRE MANAGEMENT PANELS. PROVIDE A GROUNDING BAR EQUAL TO SQUARE D, #F -'KK 3GTA-L FOR ALL GROUND CONNECTIONS AND ROUTE ONE (1) 06 THWN, CU. IN A ONE-HALF INCH (1/29 CONDUIT TO THE GROUNDING TRIAD FOR THIS BUILDING. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR THE CONNECTION REQUIREMENTS. THE PATCH PANELS AND THE WIRE MANAGEMENT PANELS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND SHALL BE SUITABLE FOR CATEGORY 6 INSTALLATIONS. TH15 TTB SHALL ALSO BE USED TO PROVIDE CONNECTION OF THE CABLE TELEVI510N 5Y5TEM TO BE INSTALLED BY THE OWNER. 29 REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR SIZING AND CONTINUATION OF THIS CONDUIT. 30 MOUNT A SWITCH IN THE METAL FRAME WORK OF THE STORE FRONT FOR THE LIGHTING AS NOTED. 31 PROVIDE A LINEAR SLIDE DIMMER FOR CONTROL OF THE OWNER PROVIDED POOL TABLE LIGHT. SIZE THE DIMMER FOR THE MAXIMUM ALLOWABLE WATTAGE OF THE FIXTURE. 32 ROUTE THREE (3) M2 THWN, CU. TO THE PANEL AS NOTED VIA PHOTOCELL FOR CONTROL OF THE TYPE 'H' LIGHTING FIXTURE. PROVIDE, INSTALL AND CONNECT A PHOTOCELL EQUAL TO ENDERMATIC $K4321C, FLUSH MOUNT AS HIGH AS P05515LE ON THE NORTHWEST CORNER OF THIS BUILDING. 33 LOCATE THIS LIGHT FIXTURE AT TEN FEET (10'-09 ABOVE THE FINISHED GRADE. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A PHOTOCELL FOR CONTROL OF TH15 FIXTURE. MOUNT THE PHOTOCELL IN A FLUSH MOUNTED WALL OUTLET BOX JUST ABOVE THIS FIXTURE. NOTE: THE CONTRACTOR IS INSTRUCTED THAT ALL OF THE ELECTRICAL DEVICES WITHIN THE AIRCRAFT HANGARS OF THIS BUILDING WILL BE MOUNTED AT A MINIMUM OF FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE, UNLESS NOTED OTHERWISE ON THIS DRAWING. THIS INCLUDES THE RECEPTACLES, PUSHBUTTONS, P16CONNECT SWITCHES AND LIGHT SWITCHES. THE ELECTRICAL CONTRACTOR SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE P05511BLE AND HOLD AS TIGHT TO THE BOTTOM OF THE ROOF STRUCTURE AS POSSIBLE. ALL RECEPTACLE CONDUITS SHALL BE ROUTED BELOW THE FLOOR AND UP IN THE WALL TO AVOID PENETRATING THE FIRE RATED WALL WITH THE CONDUIT. WHERE AN ELECTRICAL CONDUIT PENETRATES A FIRE RATED WALL, THE ELECTRICAL CONTRACTOR SHALL SEALED THE PENETRATION IN ACCORDANCE WITH THE REQUIREMENTS OF UL, SYSTEM No. W -L-1001 OF THE 2003 FIRE RESISTANCE DIRECTORY. AVOID AS MANY PENETRATIONS AS POSSIBLE. 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F I I 6 NOTE: REFER TOS 'ENLARGED FLOOR PLAN - ELECTRICAL' FOR LTI-40 �, ALL ADDITIONAL ELECTRICAL WORK IN THE LOUNGE AREA. n I v LTi -42 1 3 � I E . _....r.,� s...- .,...... ..._ ..�. ..w.. _...,.. _,w- _-„.._w_ .,....w ..,_.r .ww _._... ......r .-._........ wwr ....... rww ._r......__....._._ .._..- ..... 1.,,._. .. ... �._ ._r.. .,.�.. ......... ....v,......, w..,..._.w r...... ..._...w... _,.. .,...- ........w.w rww. __..- ,.........�.......... wr.. ��........, w ELECTRICAL FLOOR PLAN -LARGE "T° HANGAR WITH PILOTS LOUNGE SCALE : I/8' • I'-0' r —Y// LTI-40 1 I I LT2-6:8 I PANEL 'LT2' 1 1 311 I 1 1 LTI-42 I 6 J �ifLPlJ AMY HOLLOWAY CHECKED S DATE cd ro bi AR0007961 � PROJECT NO. ARCHITECTURE CONSTRUCTION AD)M St'RATION CONSULTANT cd P.O. BOX 561227 .IJ ORLANDO, FLORIDA 32886 SHEET 407 898-8654 407 898-7992 FAX G Ma��m o U U bco°nmO 20 �wcoco z ® Z N a I r+ A c O -w 'm 1~ t0 .� v ^-i p U CCA��a�,E°ren m DRAWN AMY HOLLOWAY CHECKED cn ;--q DATE cd ro bi AS NOTED � PROJECT NO. WPC -0301 ELEM��AL FL_Wil iL AM� — cd WH LOUNCIE .IJ �r�i SHEET a 0 ® >v In ia bul r” tH cd yw Ecn 0 CMd' W rd (ucn t° Qa O ® col co REVISIONS m DRAWN AMY HOLLOWAY CHECKED HAROLD R CONDO DATE OCTOBIER 14, 2003 SCALE AS NOTED PROJECT NO. WPC -0301 ELEM��AL FL_Wil iL AM� — H�� _ LARGE *r M -•� WH LOUNCIE AM NOTES SHEET POWER RISER DIAGRAM NOTES - (LARGE 71 HANGER WITH LOUNGE O I THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE FLORIDA POWER AND LIGHT FOR INSTALLATION OF THE NEW PAD -MOUNTED TRANSFORMER TO SERVE THIS FACILITY. THE SERVICE VOLTAGE FOR THIS FACILITY IS TO BE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE AND GROUND. REFER TO THE 'MASTER ELECTRiCAL SITE PLAN - POWER' FOR THE PROPOSED LOCATION OF TRANSFORMER No. 3 ,AND FOR THE PRIMARY AND SECONDARY SERVICE CONDUIT ROUTING. 220THE ELECTRICAL CONTRACTOR SHALL CONTACT FLORIDA POWER AND LIGHT AND OBTAIIN THE REQUIREMENTS FOR INSTALLATION OF THE NEW ELECTRICAL METER AT THE BUILDING. THIS TRANSFORMER SHALL HAVE MULTIPLE METERS AS NOTED ON THE 'MASTER ELECTRICAL SITE PLAN - POWER'. PROVIDE THE METER BASE AND A C/T CABINET IF REQUIRED BY THE LOCAL POWER COMPANY. VERIFY THE EXACT REQUIIREMENTS WITH THE POWER COMPANY PRIOR TO COMMENCEMENT OF WORK O PROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE NEW TRANSFORMER No. 3 TO THE NEW METER AT THE BUILDING. PROVIDE THREE (3) # 4/0 THWN, CU. AND ONE (1) 02 THWN, CU., GROUND IN A TWO INCH (29 CONDUIT. ROUTE THE CONDUIT UNDERGROUND AT A MINIMUM OF THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE. O4 PROVIDE, INSTALL AND CONNECT THE REQUIRED SECONDARY SERVICE FROM THE NEW METER TO THE NEW PANEL 'LTi' AT THE BUILDING. PROVIDE THREE (3) # 4/0 THW N, CU. AND ONE (1) #2 THUD, CU., GROUND IN A TWO INCH (29 CONDUIT. ROUTE THE CONDUIT UNDERGROUND A MINIMUM OF THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE. O REFER TO THE CORRESPONDING PANEL SCHEDULE FOR THE LOAD INFORMATION AND THE PANEL REQUIREMENTS, O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) AS REQUIRED FOR A 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE PANEL. THE TVSS SHALL BE RATED FOR 80 kA AND SHALL BE EQUAL TO SQUARE D, TVSIXF80. THE TVSS DEVICE MAY BE LOCATED INSIDE OF THE PANEL. O THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SURGE ARRESTOR AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THE SURGE ARRESTOR SHALL BE LiSTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING AND INSPECTING AGENCY. �8 THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING CONDUCTOR TO THE BUILDING STEEL AS SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION OF THE GROUNDING CONDUCTOR TO THE METAL GOLD WATER PIPE AS SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING,SYSTEM' FOR ADDITIONAL INFORMATION. 10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL, CONNECT AND TEST THE NEW GROUNDING SYSTEM AS SHOWN. REFER TO THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM' FOR ADDITIONAL INFORMATION. ROUTE ONE (1) #2 THU1N, COPPER GROUND CONDUCTOR IN A THREE-QUARTER INCH (3/49 CONDUIT FROM THE GROUNDING BUS OF THE PANEL TO THE GROUNDING SYSTEM AS SHOWN. 11 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT AN ISOLATED GROUNDING CONDUCTOR FROM PANEL 'LT2' TO THE GROUNDING RODS AS REQUIRED. ROUTE A ONE-HALF INCH (1/29 CONDUIT WITH ONE 06 THIN, CU., ISOLATED GROUND TO THE GROUNDING SYSTEM AND CONNECT AS SHOWN ON THE 'SCHEMATIC DIAGRAM OF GROUNDING SYSTEM" THIS SHEET. 12 PROVIDE THIS;PANEL WITH AN ISOLATED GROUNDING BUS BAR FOR CONNECTION OF THE ISOLATED GROUND RECEPTACLES AND THE TELEPHONE EQUIPMENT. THIS GROUNDING BUS BAR SHALL BE IN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW TRANSIENT VOLTAGE SURGE SUPPRESSOR (TVSS) AS REQUIRED FOR A 120/240 VOLT,, SINGLE (1) PHASE, THREE (3) WIRE PANEL. THE TVSS SHALL BE RATED FOR 50 kA AND SHALL BE EQUAL TO SQUARE D, TVSIXF50. THE TVSS DEVICE MAY BE LOCATED INSIDE OF THE PANEL, 14 PROVIDE, INSTALL AND CONNECT THE REQUIRED SERVICE FROM THE NEW PANEL 'LTI' 70 THE NEW PANEL 'LT2' AS NOTED. PROVIDE THREE (3) 03 THWN, CU. AND ONE (1) 08 THW N, CU., GROUND TO THE NEW PANEL AS NOTED. PROVIDE GROUND BUS AT SERVICE EQUIPMENT. CONNECT 02 COPPER TO THE BUILDING AND FOUNDATION STEEL DRIVE GROUND RODS INTO EARTH VERTICALLY SO THAT TOP OF RODS ARE I (� 1'-0' BELOW GRADE i - #6 COPPER TO TELEPHONE -�- - - - --f TERMINAL BOARD. VERIFY EXACT LOCATION IN FIELD. NOTE: THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW SERIES OF GROUNDING ELECTRODES AS NOTED ON THIS SWEET. THE NEW GROUNDING ELECTRODES SHALL BE REQUIRED AT THE POINT OF ORIGINATION AT THE MAIN SERVICE ENTRANCE CONDUCTORS FOR THIS FACILITY. THE ELECTRICAL CONTRACTOR SHALL TEST THE NEW GROUNDING SYSTEM USING THE 'FALL -OF -POTENTIAL' METHOD AND SHALL ACCURATELY RECORD THE RESULTS OF THEIR TESTS. THE MAXIMUM RESISTANCE TO GROUND FOR THIS SYSTEM SHALL BE FIVE (5) OHMS AND THE CONTRACTOR SHALL ADD GROUND RODS AS REQUIRED TO ACHIEVE THIS REQUIREMENT. THE SERVICE GROUNDING CONDUCTORS SHALL BE EXOTHERMICALLY WELDED TO THE GROUNDING ELECTRODES AND SHALL BE CONNECTED TO THE METAL COLD WATER SERVICE USING A SPLIT -BOLT TYPE CONNECTORS. CONNECT TO THE BUILDING STEEL WITH AN EXOTHERMIC WELD, LIGHTING FIXTURE SCHEDULE FIXTURE FIXTURE DESCRIPTION, MANUFACTURER AND ACCESSORIES TYPE BRANCH CIRCUIT LOAD TYPE A PENDANT/CHAIN MOUNTED, FOUR FOOT (4'-09 STRIP FLUORESCENT LIGHT CIRCUIT FIXTURE, WITH AN ELECTRONIC BALLAST. SUSPEND THE FIXTURE FROM THE CIRCUIT BUILDING ROOF STRUCTURE WITH STEEL CHAIN AS REQUIRED FOR A MOUNTING BREAKER HEIGHT OF TWELVE FEET (12'-09 ABOVE THE FINISHED FLOOR VERIFY THE EXACT CIRCUIT 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 #C232-120 WITH 05 TWO (2) T6/3500K/32 WATT LAMPS. B SURFACE/WALL MOUNTED, EXTERIOR INCANDESCENT TAXIWAY FLOOD LIGHT AMPS/POLES FIXTURE, WITH SELF-CONTAINED MOTION SENSOR AND DUAL (2) ADJUSTABLE 05 FIXTURE HEADS. THE FIXTURE AND SHIELD SHALL BE ALUMINUM AND SHALL BE 1 MOUNTED FLUSH ON EXTERIOR WALL AS HIGH AS POSSIBLE ABOVE GRADE. THIS 90A -2P FIXTURE SHALL BE EQUAL TO FRIENDLY LIGHTING 06TL2001-113 WITH TWO (2) 150 777777-7 WATT, PAR 38 FLOOD LAMPS. THE FIXTURE SHALL BE AIMED AT NIGHT BY THE 2 ELECTRICAL CONTRACTOR, AS DIRECTED BY OWNER, TO ILLUMINATE THE 2OA-1P TAXIWAY. PROVIDE EACH FIXTURE WITH A RA15'6TL200 MOTION SENSOR WHICH ^ WILL CONTROL BOTH OF THE LAMPS IN THE FIXTURE. ADJUST THE MOTION 3 SENSOR AND THE INTEGRAL TIMER AS DIRECTED BY THE OWNER. THE FINISH OF 40A -2P BOTH THE FIXTURE AND THE MOTION SENSOR SHALL BE AS DIRECTED BY THE 14050 OWNER VERIFY FINISH TYPE PRIOR TO ORDERING. C SURFACE/WALL MOUNTED, INCANDESCENT DECORATIVE BATHROOM LiGHT 25A -2P FIXTURE, WITH LAMPS AS REQUIRED. THE CONTRACTOR SHALL ALLOW FIFTY _.. =s _ 1,440 DOLLARS 050.00) FOR EACH FIXTURE TO BE SELECTED BY THE OWNER THIS 5 FIXTURE SHALL HAVE A MAXIMUM OF ONE HUNDRED WATTS AND SHALL BE 2OA-1P MOUNTED ABOVE THE MiRROR OR AT SEVEN FEET (7'-09 ABOVE THE FINISHED t _ FLOOR D SURFACE/CEILING MOUNTED, INCANDESCENT DRUM LIGHT FIXTURE, WITH WHITE t!+«t BASE AND FROSTED GLASS SHADE. THIS FIXTURE SHALL BE EQUAL TO THOMAS -� LIGHTING #6L-525-8 WITH TWO (2) 60 WATT/130 VOLT LAMPS. E RECESS/CEILING MOUNTED, 2 'x 4' FLUORESCENT LiGHT FIXTURE WITH ACRYLIC 20A -1P PRISMATIC LENSE, ELECTRONIC BALLAST AND BALLAST PRIMARY FUSING. THIS 1,200 FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING 02GT8-G-332-42-120 VOLT WITH 8 A SINGLE (1), THREE (3) LAMP BALLAST AND THREE (3) TS/3500K/32 WATT LAMPS. F PENDANT/CEILING MOUNTED, H.I.D. HIGH BAY METAL HALIDE LIGHT FIXTURE WITH 1 Z00 ALUMINUM REFLECTOR THIS FiXTURE SHALL BE EQUAL TO DAY-BRITE $EHO- 9 4001-1245F-A16 WITH ONE (1) 400 WATT METAL HALIDE LAMP. G RECESS/CEILING MOUNTED, FRAMING PROJECTOR INCANDESCENT LIGHT FIXTURE F l i' '' fi t;:F I WITH INSULATED CEILING RATING. THIS FIXTURE SHALL BE EQUAL TO 10 PRESCOLITE #LVH4iC/LV30, WITH 50 WATT DIICHROIC LAMP. H SURFACE/WALL MOUNTED, EXTERIOR H.I.D. DOWN LIGHT SECURITY FIXTURE. THE p•'1„� � o�f� F a ? FIXTURE SHALL BE HEAVY GAUGE ALUMINUM WITH DIE-CAST ALUMINUM TOP AND 11 POLYCARBONATE LENS. THIS FIXTURE SHALL BE EQUAL TO LITHONIA LIGHTING a:+«: #TWA-IOOM-120 VOLT -SF -LPI WITH ONE (1) 100 WATT/ED-17 METAL HALIDE LAMP, 1,440 {' MOUNT THIS FIXTURE ON THE WALL AS NOTED. THE FINISH OF THIS FIXTURE 12 SHALL BE AS DIRECTED BY THE OWNER VERIFY FINISH TYPE PRIOR TO +:+++ ORDERING. J RECESS/CEILING MOUNTED, ROUND COMPACT FLUORESCENT LIGHT FIXTURE 13 WITH FRESNEL LENS. THIS FIXTURE SHALL BE EQUAL TO CAPRI "CFR62HI8-Vl- 20A-iP FS2/Rl-Ri4P WITH TWO (2) CFQIS WATT LAi'1PS. K SURFACE/WALL MOUNTED, EXTERIOR H.I.D. FLOOD LIGHT FIXTURE WITH GLARE 14 GUARD, BALLAST PRIMARY FUSING AND RIGHT ANGLE BRACKET FOR WALL 20A -IP MOUNTING. THIS FIXTURE SHALL BE EQUAL TO DAY-BRITE "FLI-400-M-120-I5F- > }° WRABH-GGI WITH ONE (1) 400 WATT/ED-28 METAL HALIDE LAMP. MOUNT THIS 15 FIXTURE AT HEIGHT AS DIRECTED BY THE OWNER L SURFACE/WALL MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP-AROUND 1,440 LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT 16 TH15 FIXTURE. THE FIXTURE SHALL HAVE TWO (2) T8/3500K/32 WATT LAMPS. 25A -2P MOUNT ON THE WALL AT HEIGHT AS DIRECTED BY THE OWNER M SWFACE/CEILING MOUNTED, FLUORESCENT LIGHT FIXTURE WITH WRAP-AROUND 11 LENS, METAL END CAPS AND ELECTRONIC BALLAST. CONTRACTOR TO SELECT tit:: THIS FIXTURE. THE FIXTURE SHALL HAVE: TWO (2) T5/350OK/32 WATT LAMPS. XA SURFACE/CEILING OR WALL MOUNTED; EXIT LIGHT WITH SELF-CONTAIH•I D 18 BATTERY BACKUP, WHITE HOUSING ANO GREEN LETTERS. THIS FIXTURE SHALL assts BE EQUAL To BEGHELLI #VA4-G-6A WITH LAMPS INCLUDED. XB WALL MOUNTED, DUAL HEAD, EMERGENCY LIGHT WITH SELF-CONTAINED BATTERY 19 BACKUP. THIS FIXTURE SHALL BE EQUAL TO BEGHELLI 'E6M-6-18-2LR WITH 2OA-1P LAMPS INCLUDED. XC SURFACE/WALL MOUNTED, COMBINATION EXIT AND EMERSENCY LIGHT WiTH 20 SELF-CONTAINED BATTERY BACKUP, WRITE HOUSING , DUAL HEADS AND GREEN 20A -IP LETTERS. THIS FIXTURE SHALL BE EQUAL TO LITHONiA LIGHTING "LHQM-W3G-120 / l 1200 VOLT WITH LAMPS FURNISHED. MOUNT ON WALL ABOVE THE DOOR NOTE: NOT ALL .{� THE LIGHT FIXTURES LISTED IN THIS SCHEDULE WILL BE U6ED FOR THIS HANGAR MAIN SERVICE DISCONNECTING MEANS OR SWITCHGEAR AS SHOWN ON POWER RISER DIAGRAM. #2 COPPER TO COLD WATER SERVICE ENTRANCE METAL PIPE, SIZE PER N.E.G. ARTICLE 250 8 0 TO ISOLATED GROUND BUS co �� OF ANY ISOLATED GROUND 0 PANELS (TYPICAL) PROVIDE EXOTHERMIC WELDS AT ALL RODS AS REQUIRED. 3/4'40' COPPER CLAD GROUND ROD (TYPICAL.) ll ....... :i jl;�� � .... , � I il jr • 1 1�� i I i -A All N 11 Old Ps &4 m• PANEL DE5IGNATION - 'LTI' 5EC PROJECT No. WFC; -(03(01 MAIN 517-ING - 225 AMP MAIN CIRCUIT BREAKER MOUNTING - SURFACE ON WALL (NEW BRANCH CIRCUIT PANEL) (LARGE 'T' HANGAR BUILDING WITH LOUNGE) PANEL VOLTAGE - 120/240 VOLT, 1 PHASE, 3 WIRE AND GROUND BUS 6IZING - 225 AMP 5US51NG LOCATION - EXTERIOR WALL OF BUILDING CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES CIRCUIT PANEL CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES CIRCUIT PANEL NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 05 NOTES NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 05 NOTES 1 PANEL 'LTL2' 90A -2P 13,200 777777-7 1 2 LIGHTING AND POWER - UNIT 'B-2' 2OA-1P 1200 ^ 3 PANEL 'LTL2'`�, 40A -2P 7/7 14050 r --s '' 'moi` ' :` 4 OVERHEAD AIRCRAFT DOOR - UNIT '5-2' 25A -2P LIGHTING -PILOTS LOUNGE _.. =s _ 1,440 r .• ' 5 SPACE 2OA-1P 1,440 t _ 6 OVERHEAD AIRCRAFT DOOR - UNIT '15-2' t!+«t Y1,4407777 -� RECEPTACLES - PILOTS LOUNGE 1 LIGHTING AND POWER - UNIT '5-3' 20A -1P �s '^-7 1,200 CONDENSING UNIT - PILOTS LOUNGE 8 LIGHTING AND POWER - UNIT '5-4' 20A -IP 7 77 7, 3 1 Z00 l 9 t OVERHEAD AIRCRAFT DOOR - UNIT B -3i 25A -2P 1,440 F l i' '' fi t;:F I 10 OVERHEAD AIRCRAFT DOOR - UNIT I B-49 25A -2P �- 1,440 p•'1„� � o�f� F a ? 2 500 11 OVERHEAD AIRCRAFT DOOR - UNIT '5-3' 'B-5' a:+«: 7 77 1,440 {' 12 OVERHEAD AIRCRAFT DOOR - UNIT '5-4' '54' +:+++ �,.7f7f77�7 1,440 13 LIGHTING AND POWER - UNIT 20A-iP 1,200F F RECEPTACLES - PILOTS LOUNGE 14 LIGHTING AND POWER - UNIT 20A -IP 120077777-7-7 > }° GARBAGE DISPOSAL - PILOTS LOUNGE 15 OVERHEAD AIRCRAFT DOOR - UNIT '5-5' 25A -2P 3:r' ''�? 1,440 Il 13 16 OVERHEAD AIRCRAFT DOOR - UNIT '540' 25A -2P 7,7I 1,440 10 11 OVERHEAD AIRCRAFT DOOR - UNIT '15 tit:: - 1,440 } r 1,.'.; >' j --1,200 Y" -- 18 OVERHEAD AIRCRAFT DOOR - UNIT 'B-6" assts 1,440 �� ,r F -77, . j: - 19 LIGHTING AND POWER -UNIT "B-7' 2OA-1P F tf f _ (200 20 LIGHTING AND POWER - UNIT 'B-8' 20A -IP 7", / l 1200 REFRIGERATOR -PILOTS LOUNGE 20A -IP N 1,000F' '_°`' IS RECEPTACLES AT TTB 20A -IP +i*i+ii f' ` 10 19 21 OVERHEAD AIRCRAFT DOOR - UNIT 'B -i' 25A -2P 1,440777 3 € 22 OVERHEAD AIRCRAFT DOOR - UNIT '13-8' 25A -2P 1,440 � ;','sF { °i .+ t 1500- F ° F 23 OVERHEAD AIRCRAFT DOOR - UNIT 'B -i" !i«ii t _` S,t ,? Y 1440 DISHWASHER -PILOTS LOUNGE 24 OVERHEAD AIRCRAFT DOOR - UNIT 'B-8' iii#t ,�'.F'`'`, 1,440 SPACE 20A 3 s , 23 ICE MAKER - PILOTS LOUNGE 20A -IP ,. y„ 3s',,F 3 j j F `t' 25 LIGHTING AND POWER -UNIT '5-9' 20A-iP 1200~{f� r fi 600 7+7/-�� ' 26 LIGHTING AND POWER - UNiT '8-10' 20A -IP 1200 20A -IP + ; +r 26 SPACE 20A -IP iiiiiii 27 TVSS BREAKER 27 OVERHEAD AIRCRAFT DOOR - UNiT 'B -'V 25A -2P '�77/:'Z Z", 1,440 SPACE 28 OVERHEAD AIRCRAFT DOOR - UNIT "8-10' 20A -IP ?F/- 1,440 29 OVERHEAD AIRCRAFT DOOR - UNIT 'B-9' +r+++ 1,440_ . r 30 OVERHEAD AIRCRAFT DOOR - UNIT 'B-10' 20A -IP 1,440 { 29 TVSS BREAKER +«tis - 300 77 ? 'f 30 SPACE 20A -IP 31 ' OVERHEAD AUTOMOBILE DOOR - UNIT B-9 20A -1P r"� }r' Fi 750 32 OVERHEAD AUTOMOBILE DOOR - UNIT 'B-2' 20A -IP :`>: r:' ' i50 33 SPACE 20A-iP ; y: y !««!!a! - F X11 34 SPACE 6,900 it,lit, ,f'. lf 8,350 35 SPACE 20A -IP � _ �° f tattti TOTAL CONNECTED kVA = 28.8 kVA 36 SPACE 20A -11P F r _ F {f 31 EXTERIOR BUILDING LIGHTS 20A -1P 100 NOTES APPLICABLE TO THIS PANEL - NOT ALL NOTES MAY BE USED FOR THiS PROJECT. 38 SPACE 20A -IP fiiati, 6 3 39 TVSS BREAKER 30A -2P }'; 300 WITH WHITE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH SCREWS. MINIMUM SIZE SHALL BE 3' HIGH, 6' WIDE. 40 EXTERIOR TAXIWAY LIGHTING 20A -IP s� ;., > 1,200 1. THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. 8. PROVIDE THIS PANEL WITH AN ISOLATED GROUNDING BUS BAR IN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 9. ALL CIRCUIT BREAKERS SERVING H.VA.C. AND REFRIGERATION EQUIPMENT SPALL COMPLY WITH THE REQUIREMENTS OF ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE. .'°{ rl Tula rllPnlIT 11111 I R>= rnnNKrTr_n Tr) AN] I..Ani ATKn r.i?nlNr) nFVlrr- 41 TVSS BREAKER ««:«« Y 300 2_ 42 EXTERIOR TAXIWAY LIGHTING 20A -IP 1,200f 7_7,-77 �f l F .. F.' F 23,200 23,260 12,000 11550 PHASE 'A' TOTAL LOADS = 35,200 VA TOTAL CONNECTED kVA = 10.0 kVA PHASE 'B' TOTAL LOADS v 34010 VA TOTAL DEMANDED kVA = 50.0 kVA TOTAL DEMANDED AMPS : 208 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 (1) 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 'LTI' - 120/240 VOLT, I PHASE - FEED FROM TRANSFORMER No. 3) 4. THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH SCREWS. MINIMUM SIZE SHALL BE 3' HIGH, 6' WIDE. 5. THE BRANCH CIRCUIT BREAKERS IN THiS PANEL SHALL BE FULLY RATED AT 22,000 A.I.C. SYM RMS. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22,000 A.I.C. EQUIPMENT, 6. PROVIDE THE A KEYED LOCK IN THE COVER OF THIS PANEL. THE LOCK SET SHALL BE FLUSH IN THE COVER OF THE PANEL. ALL PANEL COVER LOCK SETS FOR THIS PROJECT SHALL BE KEYED ALIKE. 1. THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. a TUTA Mere klnT 1104=n rpt l TLlla PAKIKI PANEL DESIGNATION - 'LT2' SEC PROJECT No. WPC -0301 MAIN SIZING - 150 AMP MAIN LUGS ONLY MOUNTING - SURFACE ON WALL. (NEW BRANCH CIRCUIT PANEL) (LARGE 'T' HALER BUILDING WITH LOUNGE) PANEL VOLTAGE - 120/240 VOLT, 1 PHASE, 3 WIRE AND GROUND BUS 517ING - 150 AMP BUSSING LOCATION - EXTERIOR WALL OF BUILDING CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL CIRCUIT BRANCH CIRCUIT LOAD TYPE BREAKER LOAD IN VOLT-AMPERES PANEL 0 A 0 B NUMBER AND/OR EQUIPMENT DESCRIPTION AMPS/POLES 0 A 0 5 NOTES NUMBER AND/OR EQUIPMENT DESCRIPTION AMP5/POLES NOTES 1 LIGHTING - PILOTS LOUNGE 20A-iP 500 -r-s 77_77"77 'r' F 2 AHU AND HEAT - PILOTS LOUNGE 40A -2P 3,000 r --s '' 'moi` ' :` 9 3 LIGHTING -PILOTS LOUNGE 20A -IP r .• ' 1000 4 AHU AHU AND HEAT -PILOTS LOUNGE r+++r Z-11 F 77777 3000 9 5 RECEPTACLES - PILOTS LOUNGE 20A -IP 800f F,=f 6 CONDENSING UNIT - PILOTS LOUNGE 35A -2P 2,500 l RECEPTACLES - PILOTS LOUNGE 20A -IP s {s •.'`` i ,�:'�,.�S,F,�,.it�. 800 8 CONDENSING UNIT - PILOTS LOUNGE ,l,.. .� , '- _ F' 2 500 9 9 RECEPTACLES - PILOTS LOUNGE 20A -IP 8003;1#1. 10 GARBAGE DISPOSAL - PILOTS LOUNGE 20A -IP 900 Il 13 RECEPTACLES - PILOTS LOUNGE VENDING - PILOTS LOUNGE 20A -IP 20A -IP 1,000 Y 1,600 ' �' t 10 12 14 KITCHEN RECEPTACLES - PILOTS LOUNGE KITCHEN RECEPTACLES - PILOTS LOUNGE _20A- 20A -IP '- I --1,200 Y" -- 15 VENDING - PILOTS LOUNGE 2OA-IP -77, . j: - 1,000 16 CEILING FANS - PILOTS LOUNGE 20A -IP , ` iF ; 450 17 REFRIGERATOR -PILOTS LOUNGE 20A -IP N 1,000F' '_°`' IS RECEPTACLES AT TTB 20A -IP +i*i+ii f' ` 10 19 MICROWAVE -PILOTS LOUNGE 20A -IP ;2 S r' mss" ,f l''� ..3 .1 1,200 20 ELECTRIC WATER HEATER 20A -IP F77 £ € 'I .+ t 1500- F 21 DISHWASHER -PILOTS LOUNGE 20A -IP 1,200i� 22 SPACE 20A Jl 23 ICE MAKER - PILOTS LOUNGE 20A -IP x 1,000 f y ,�77 77 24 CEILING PADDLE FANS 20A -IP f -- a fi 600 7+7/-�� ' 25 SPACE 20A -IP + ; +r 26 SPACE 20A -IP iiiiiii 27 TVSS BREAKER 30A -2P 300 :+ 26 SPACE 20A -IP 29 TVSS BREAKER +«tis - 300 77 ? 'f 30 SPACE 20A -IP ttttttt��- ,3 �f ... r'..?.F r'r rte. to 5koo 6,900 8,350 Iwo PHASE 'A' TOTAL LOADS = 13,950 VA TOTAL CONNECTED kVA = 28.8 kVA PHASE 'B' TOTAL LOADS = 14,800 VA TOTAL DEMANDED kVA = 20.0 kVA TOTAL DEMANDED AMPS = 83.4 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 (1) COMMON TRIP HANDLE. TIE -BAR HANDLES WILL NOT BE ALLOWED. 2. PROVIDE THIS PANEL WITH A TYPED CIRCUIT DIRECTORY INDICATING THE EQUIPMENT SERVED BY THESE BREAKERS AND THE EQUIPMENT LOCATION OR ROOM NUMBER 3, PROVIDE THIS PANEL WITH AN ENGRAVED PHENOLIC LABEL INDICATING PANEL NAME, VOLTAGE, PHASE AND ORIGIN OF SERVICE (PANEL 'LT2' - 120/240 VOLT, I PHASE - FEED FROM PANEL 'LTI') 4. THE ENGRAVED PHENOLIC LABEL FOR THIS PANEL SHALL BE RED WITH WHITE LETTERS. MOUNT THE LABEL ON THE FRONT OF THE PANEL COVER WITH SCREWS. MINIMUM SIZE SHALL BE 3' HIGH, 6' WIDE. 5. THE BRANCH CIRCUIT BREAKERS IN THIS PANEL SHALL BE FULLY RATED AT 22,000 A.I.G. SYM RMS. AND THE PANEL SHALL BE BRACED AND BUSSED FOR THE USE OF 22,000 A.I.C. EQUIPMENT. 6. PROVIDE THE A KEYED LOCK IN THE COVER OF THIS PANEL. THE LOCK SET SHALL BE FLUSH iN THE COVER OF THE PANEL. ALL PANEL COVER LOCK SETS FOR THIS PROJECT SHALL BE KEYED ALIKE. 1. THIS PANEL SHALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. 8. PROVIDE THIS PANEL WITH AN ISOLATED GROUNDING BUS BAR IN ADDITION TO THE EQUIPMENT GROUNDING BUS BAR 9. ALL CIRCUIT BREAKERS SERVING H.VA.C. AND REFRIGERATION EQUIPMENT SPALL COMPLY WITH THE REQUIREMENTS OF ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE. IIA Tula rllPnlIT 11111 I R>= rnnNKrTr_n Tr) AN] I..Ani ATKn r.i?nlNr) nFVlrr- POWER RISER DIAGRAM - LARGE "T" HANGAR WITH LOUNGE (LARGE 'T' HANGAR BUILDING WITH THE PiLOTS LOUNGE AREA) NO SCALE ERIC D. KURITM ALUCHITECI AR0007981 ARCHITECTURE CONSTRUCTION ADICNISMTION CONSULTANT P.O. BOX 881227 ORLANDO, FLORIDA 32888 407 898-8864 407 898-7992 FAX v vbcoo mco mo do2Ls.0 ato! - 'v0D 0 Z �ipzq � VAAda 1 A ,� ppqq 10 Vi��G.Cm.H'i to N c 0 w w 0 v �o L a L a N rn e 3 0 v m N t c 0 -o 0 0 e m 0 a V U a h s 0 e 0 a m N 0 c _ 0 m t s, a Y N d ee v w 0 a 0 _ 4 c 0 v v e 0 _ E U 0 v m a� v a r re W 1 d W co cd ro b ~ 0 ctS � �`' rg Qty O® 0 UJ co �U W co cd E- 0 v °� �`' rg Qty O® 0 UJ cd � DRAWN CHECKED SCALE P,L-.510 -c ss SHEET E-2 O� �t ARCHITECT AR0007981 ARCHITECTURE CONSTRUCTION ADIONISMTION CONSULTANT P.O. BOX 581227 ORLANDO, FLORIDA 32858 407 898-8854 407 898-7992 FAX G m q �efi�Ode� pG, • Co q m .SI I I Z v c P. e 0 a m Ld ®. .-4 ?�1 a c O ° O � � � Q ® a, 9 F-+ 2- 0O d � 4-1 a y- I [~ � 41 G cu cn -� O r-1 ;j F -I o v Q+ Q+ O C v� s i REVISIONS Q I s DRAWN ° AMY HOLLOWAY c CHECKED HAROLD R CONDO DATE OCTOBER 14, 2003 SCALE s AS NOTED PROJECT NO. r WPC -0301 v U E3 CIMAL a 3YYMM LEQ Y N 3 hd a L) SHEET w L:)) I E i z MASTER ELECTRICAL SITE PLAN - POWER NOTES OPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. I (T -U, WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WiRE POWER FOR THE CORPORATE HANGARS AS NOTED. THE EXACT TRANSFORMER SIZE AND LOCATION SHALL BE DETERMINED BY FLORIDA POWER AND LiGHT. REFER TO THE RESPECTIVE 'CORPORATE HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. OPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. 2 (T-2), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE CORPORATE HANGARS AS NOTED. THE EXACT TRANSFORMER SIZE AND LOCATION SHALL BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE 'CORPORATE HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION. OPROPOSED LOCATION FOR PAD MOUNTED TRANSFORMER No. 3 (T-3), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE LARGE BOX, SMALL BOX, LARGE 'T' AND SMALL 'T' HANGARS A$ NOTED. THE EXACT TRANSFORMER 61ZE AND LOCATION SHALL BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE 'HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE'PANEL LOAD INFORMATION. OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 4 (T-4), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLY (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THiS TRANSFORMER SHALL BE USED FOR �--� THE 3454, 3455, 3464 AND 3465 BEARDALL AVENUE BUILDINGS. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 5 (T-5), v WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS, THIS TRANSFORMER SHALL BE USED FOR THE 3456,3451,345&, 3459, 3460, 3461, 3462 AND 3463 15EARDALL AVENUE BUILDINGS. OPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 6 (T-6), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE UNITS IN THE 'D", 'E' AND 'F' BUILDINGS. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.1 (T-1)OWHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (l) PHASE, THREE (3) WIRE PO WER FOR THE FUTURE CORPORATE HANGAR$. THiS TRANSFORMER SHALL BE USED FOR THE 3466, 3461, 3416, 34'11, 3418 AND 3419 BEARDALL AVEiNUE BUILDINGS, OPROPOSED LOCATION FOR FUTURE PAP MOUNTED TRANSFORMER No. S (T-8), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE. (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3468, 346% 3410,3411,3412,341-S, 3414 AND 3415 BEARDALL AVENUE BUILDING$. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.'B (T -W, WHICH WILL PROVIDE THE 120/240 VOLT,.6INGLE (U PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3480, 3481, 3482 AND 3483 BEARDALL AVENUE BUILDINGS. PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 10 (T-10), WHiCH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POUTER FOR THE FUTURE HANGARS. THI6 TRANSFORMER SHALL BE USED FOR THE UNITS IN THE 'G', 'H' AND 'J' BUILDINGS. DOUTLETTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A CAST BOX AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE OWNERS SIGN. COORDINATE THE EXACT LOCATION AND CONNECTION REQUIREMENTS WITH THE OWNER5 REPRESENTATIVE PRIOR TO INSTALLATION. ROUTE A THREE-QUARTER INCH (3/4') CONDUIT WITH THREE (3)'10 THU1N, CU. TO THE PANEL A5 NOTED.' THESE CIRCUITS SHALL BE CONTROLLED BY A PHOTOCELL. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A PHOTOCELL EQUAL TO INTERMATIC IK4321C AT THE PANEL. 12 THE ELECTRICAL CONTRACTOR $HALL PROVIDE A TWO INCH (2') CONDUIT STUBBED OUT OF THE TRANSFORMER FOR FUTURE CONNECTION OF THE BUILDING A5 NOTED, PROVIDE A METAL STAKE TO IDENTIFY THE LOCATION OF THI6 CONDUIT AND CAP BOTH ENDS OF THE CONDUIT TO PREVENT WATER INTRUSION. I3 THE UNDERGROUND PRIMARY ELECTRICAL CONDUIT IS 6HOM FOR REFERENCE ONLY AND 16 NOT INTENDED TO REPRESENT THE ACTUAL CONDUIT ROUTING, THE ACTUAL PRIMARY UNDERGROUND CONDUITS SHALL BE DESIGNED AND INSTALLED BY FLORIDA POWER AND LIGHT. I4 THERE ARE SOME MODIFICATIONS TO THE TAXIWAY LIGHTING THAT WILL RE 0 REQUIRED DURING THIS CONSTRUCTION, THIS ELECTRICAL CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE MODIFIED TAXIWAY LIGHTING WHICH WILL BE REQUIRED. THE AIRPORT AUTHORITY WILL PROVIDE ALL DESIGN AND CONSTRUCTION NECESSARY TO ADD OR RELOCATE THE TAXIWAY LIGHTING AS REQUIRED. I5 THE ELECTRICAL CONTRACTOR $HALL PROVIDE CONNECTION TO THE PACKAGED 'LIFT STATION' A$ REQUIRED. REFER TO THE PROJECT CIVIL DRAWINGS FOR THE EXACT LOCATION OF THE LIFT STATION AND THE PUMP REQUIREMENTS. PROVIDE A 51XTY AMP (60 A), 240 VOLT, 2 WIRE, 5M, NEMA 3R, FUSIBLE DISCONNECT SWITCH AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE LIFT STATION CONTROLLER AS REQUIRED. ROUTE A ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3) 04 THUJt`I, CU., AND ONE (1) % THWN, CU., GROUND TO THE TRANSFORMER A5 NOTED, REFER TO THE 'POWER R16ER DIAGRAM - SANITARY LIFT STATION' FOR ADDITIONAL INFORMATION. 16 THE ELECTRICAL CONTRACTOR SHALL PROVIDE A ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT FROM PANEL 'LBAi' TO A POINT EAST OF THE LARGE BOX BUILDING A$ NOTED FOR FUTURE INSTALLAION OF PANEL 'LBA2' WHICH WILL SERVE THE. GAS ISLAND WHEN IT I$ INSTALLED. CAP THE CONDUIT AND LABEL BOTH ENDS. D14---`_� 112 L'a5 0 tE STREET ADDRESS (TYPICAL FOR THE CORPORATE HANGARS ONLY) 'CORPORATE' HANGAR (BUILDING TYPE 3, TYP OF I THIS PHASE. THIS I$ FOR O'DELL) 'CORPORATE' HANGAR (BUILDING TYPE 1, TYPI OF 2 THIS PHASE) NOTE: REFER TO 'ENLARGED PLAN No. 1' FOR ADDITIONAL WORK IN THIS AREA LARGE 'BOX' HANGAR - (ONLY ONE (l) IN PHASE SMALL 'BOX' HANGAR (ONLY ONE (U IN PHASE IA) PANEL 'CI' (AND 'C2') T Fll\ D " \ __ . X_� E A F? [ /\ I [__ AV E 1E, NC -- TRANSFORMER No. 4 (T-4) ORMER No.1 (T-1) i (NOT INSTALLED DURING (NOT INSTALLED DURING I DURING PHASE IA) DURING PHASE iA) i — TO TRANSFORMER No. I (T-1) p I T No. I (T 0 3442 _ ! 3453 f" t ' I ! _ 34345 46 46 34'"f i r�'�i ! I i I -UM 1 i 455 ! i j� _ ! 46 ! 1 # ! 46 ! _._ .__. I_.__ % - ! 4� ! i ! ! 3419 344.3 I 3452 13 44 ; F3_451 ! p ! I ! ! ! # } ® 45 i-- _;i-� 4�o i i 46 i-I"i 3 154 :r !__...y , t PANEL C3 f ( 'C 4 FUTURE) -, :_:.. _ ,_-..� _._.� �_I ._._..__� !�:., LJ I I #! # } 1t #! 1t ' ! 1 3481 45 ! t i i ! 345 !. F3 ! t ', r i 4-1-41 Y ! F -I 1._.. F_L- ! 346 2 I , ! 46 ! �. _- ! t Y I 3 I Q ! ! (.. ! I _ v j T $FORMER No. 2 (T-2) I ! t TRANSFORMER No. 5 (T4 ! p Tf�15F012 ER No. S (T4) 1 E ! # L ..;._...._.._. ,. ; ! ! } p (NOT INSTALLED DURIN& ! ! } ! i I (NPT INSTALLED DURING I ! ._i.'.,_.......,-�- I , ! Y _. -� ;>7URING PHASE IA) ___! -DURING PHASE IA) =~ PANEL 'C1' ` , _ nn C — P ! # ! ! t FT], (AND 'CS') 344 2 I ! i j ! } ! # ! 1 I ! ! p # 1 Tt4wSFORMER No. 9 (T -S) ! p I p �.,-� • �_ . _J ! ! I # L._. .__, ! FNPT INSTALLED DURI 1 1 r -- I f � ! 3461 ! ! I ! 4'i } ��. _ _I I-� � # i 34"13 1 �P � } 3482 ! # e ! t I I l a 1 r I I DI RING PHASE IA) - - r_ PANEL 'C5' ('C6' FUTURE) i 345 1.. �.._...e E__.M,.. -_.,! 46 ! ! 34-1) 1 t_»_,., _! 3412 344"1 44 � �.. �. _ _ _� � � � r _ i-; 1•,��_ _ _ _i Waw,_..._- _� �_ I } , I ! t } ! w—LSE , ��� FUTURE GATE No. 1 (G-1) I IGATE No. 2 (G-2) __.._._. ~' GATE TNc._3 I 'CORPORATE' HANGAR - — P — — J (BUILDING TYPE 2, TYPICAL OF 1 THIS PHASE) RITUI 1 �I i FUTiFE I I I I� R)TUFiE _ ( 1'C' t, 1 'D' Bid QNIQg i i i 'F i i i € 'M BUumm _.____-_.____I IRlfM'E'g ! _�� �__. �,w. _i tRMJFE'G"! I I RnVE'J'° I RlTiJRE F I i ! # �� ! ! p ! Q 'g' �- -,. c-!- t ! t I _ i BULDNGS # r- 1.__ g 6l.DNGS t 18L AND G2 i i� C 4 0-572-1 I { ..C� j I ! 1 .»-•�. I C_F, I } g � g L.,._._ ! g .._.#-.______.__.__-I.... S ' � } Q .__.L-_..�____._._..___�._ � g �-_. g } i �-4 t 5-5 .__._ j :3 _1_ I f" g !.._ I i -1 t s ... it ET -71 A-2 g.7 -y ! 1 ! >w.o- I I C -i t I I t ! ! ! s } } ! �.`"'j t 9 ! g`---_ 1 t FT -1 rc -T 11 1 ® ! r =t" ir°---LI^:.w.;-1I (0F_ -12 ltY{ TRAN$YI"YO =RM"...E...i.tL. A -..o. -1l l_O� !i Ti1I l@) A73 A-4 12 (NOT INLEDURc- _ __ I t i r r.1 !t1 DURING PA$ IA)! ! A_g A-6 t—j- — J � , PANEL 'L 1' Fc -:-13 i ! ! t/O (AND IT ) ! ! p l # I TRANSFORMER No. 6 (T -(o) # ! 1 ! I } t E I 1 T_3) I'll= �c-} PANEL i T' d i I I # I (NOT IN TALLED DURI L LAND "6' 4�) i I I _._ , } } DURING] PHA$E IA) — — — ——�__.___ a-Iz PANS t t �. f____..; t t Y__I , ► t 9 --- t i r- A .....ILT31 r H�..... _....,....t_. _...� �...� � t ....v3 ! t r,_�I...._ -i C-16 J I I ! !! ! 1 t 1 p # 1 1 I ! t 1 } 1 t t f t 1 t C-11 i 3 1 ! ; I ! L ! ! ; t f ! } ! {'-"" ! ; ! Q } I I"'"" ! ! t A-, A _ 8-14 I� ! pg 1 . f ! _ B- J 6 Y J - L._-,_. ip �_ _ (_. �} #_.... !* 3- "- - -t S ._t I 1 # 1... 1 .._-_ -# -7 I -- __ __ _. -i" _.i t_- __ __. -_ � L-, -.i i g i 1 1 t I Q ! # 1 ;; t 1 t 1 1 I 1 t ! Q A-11 A-12 i_-_ r._. } --� B^IS � t g p t i �-:::,-�...-1 j t 1 i 4 ! � .,>��--i p t t t t # 4 E�-•w, ._-_, t o 9 r• • .., c-22 -23 ,A713 A-14 I i ! I I I 6 __i d ! 1 # t ! Q t 'A I 24 t i t t t t ��! ! ! t ! g t t g I k f t 1 S 1 p _.....,....... ..._..,.,....._ 3...»...�_..................,:.. t f � ._..d._...-....._.� ` R_.. (.. ,.......,-....._.l.,..._.......-. —i .!„......._. ,.... —'-3 -•.. J.... ,... _..........I' -'.S ,8.,,,.. _,i..._.....». w...l----a LARSE 'T' HANGAR SMALL 'T' HANGAR •� ar'f - ` _ '> ,_ - �, —� (TYPICAL OF TWO (TYPICAL ONE _..__..w__ - .. ....... ......... - i l21 IN PHASE IA) (I) IN PHASE lA) L _ir w c O N O _ _L k M I ARCHITECT AR0007981 ARCEMMM CONSMCTION ADUMMT10x CONSULTANT P.O. BOX 681227 ORLANDO, FLORIDA 32866 407 898-8854 407 888-7992 FAX ti LZ ri L O 00 , Q M '0 ej Gp O a,dm�� 0 q c�t��o t`b'c0 o z �1 1z WgNPw.I;�vW o m 0u�0 U) � C= W r-. cd E+ 4, rw I I Ucd •d p 0 co o Q) co U O W CCS cf) .--! b Q) b �4 CO 0 w 0 0 I% Gam-, 0 i0 rn REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD H. CONDO DATE OCT08E913 2003 SCALE AS NOTED PROJECT NO. WPC -O= MA911M ELECTRICAL SITE LAN /ME 1OTES AND SHEET E-1 I I MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS NOTES THERE ARE TWO (2) EXISTING FOUR INCH (4') CONDUITS WHICH ARE ROUTED BsACK TO THE SALFORD 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 RESPONSIBLE FOR INSTALLING THE CABLES REQUIRED FOR THE CCTV SYSTEM CAMERAS AT THE NEW GATES AND FOR THE AC$ DEVICES. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED PULL BOX WHICH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUMI OF TIDO INCHES (29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PEN$ELL PLASTICS 'PEM" SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (241) DEEP. INCREASE THE B(OX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -PB -i' TO IDENTIFY THIS BOX:. THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT iN THE PAVED AREA. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW FOUR INCH (4') CONDUITS FROM 'CCTV -PB -I' TO THE MAIN TELEPHONE TERMINAL BIOARD LOCATED IN THE CLOSET OF THE PILOTS LOUNGE. REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN - LOUWxE AREA' FOR ADDITIONAL INFORMATION, ONEW MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE UTILITY CLOSET OF THE PILOTS LOUNGE A5 NOTED. REFER TO THE 'ENLARGED ELECTRICAL FLOOR (PLAN - LOUNGE AREA' FOR TTB 61ZING AND EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (39 CONDUITS WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATAfrEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, PULL BOX WHiCH SHALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL BE EQUAL TO PEN5ELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE BIOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEiNG INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE 'FIBER (OPTIC CABLE$' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. TIRE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -P5-2' TO IDENTIFY THIS BOX. THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (U NEW TW INCH (29 CONDUIT FROM 'CCTV -P5-2' TO THE TELEPHONE TERMINAL BOARD INSIDE OF THE BUILDING. REFER t0 THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2'" 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. Og THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (U NEW TLUO INCH (2') CONDUIT FROM 'CCTV -P5-2' TO A POINT JUST INSIDE OF THE BUILDIING A$ NOTED. THIS CONDUIT SHALL BE USED FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEM$ IN THIS BUILDING. I(d THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (3") CONDUITS WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEM$ (CCTV, ACS, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE PULL WIRE. ii 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, ACS, ID5, CTV, DATA/TEL) 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 TIDO INCHES (29 ABOVE THE FINISHED GRADE. THE FULL BOX SHALL BE EQUAL To PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (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. TiHE BOX COVER WALL ALSO BE ENGRAVED WITH 'CCTV -P5-3' TO IDENTIFY THIS BOX. THIS BOX $HALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA. 13 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUNTED, 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 EQIUAL TO PENSELL PLASTICS 'PEM' SERIES AND SHALL BE A MINIMUM OF TWENTY-FOUR INCHES (249 SQUARE BY TWENTY-FOUR INCHES (24') DEEP. INCREASE THE BOX 512E A5 REQUIRED FOR THE NUMBER OF CABLES BEIM INSTALLED. THE PULL BOX SHALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE T15ER CfTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER SHALL ALSO BE ENGRAVED WITH 'CCTV -P5-4' TO IDENTIFY THIS BOA(. THIS BOX SHALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA, 14 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (U NEW TtWO INCH (21) CONDUIT FROM 'CCTV -P5-3' TO THE TELEPHONE TERMINAL BOARD, INSIDE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 3' FOR ADDITIONAL INFORMATION. 15 PROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 3' FOR TTB SIZING AND EQUIPMENT REQUIREMENTS. 16 ROUTE A ONE INCH (I') CONDUIT BETWEEN THE TTB SHOWN AND THE BUILDINGi 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. (TYPICAL FQR THE 3442 HANGARS CORPORATE LY) _ I� 'CORPORATE' HANGAR (BUILDING TYPE 3, TYPI AL 443 OF I THIS PHASE) k 12 CTV -3� Lu ter. 9 �` !; H 44 z 0 z l�s»! dam! 0 II 344 'CORPORATE' HANGAR' 3441 (BUILDING TYPE I, TYPICAL11 OF 2 THIS PHASE) NOTE: LARGE 'BOX' HANGAR - (ONLY ONE (1) IN PHASE L SMALL 'BOX'HANGAR (ONLY ONE (1) IN PHASE IA) 'i. �b A L L AV B E F I I CCN -PB -1 { C c riIi !i� 3453 !! 1!iI! i!!dD !1I! 1!1i' -• -rll _rgiF_._-_..-._.- _�d r�_." r!rl -H,_.....Hi1 iiII!{g IJ1I !!i i!I 48 45 Li i ! Id I Ii __ , d ! _a ! W I ! ..--I"�y -"- .,!y��`� w i I i ! i I I tH-y -•- �,i i 1 d i 47 I 34 ! j ! 19 ! I ! 4G� ! i__. ice_._._! 3 i - I f I a,_.._. i f ! ! 14 ! C _ _----.------ CCtYT il! !! -4 p I 4i 46 d1 !i !! d 64 3451 R ! 1 ! 1 I ➢ ! t ! I s -�i ri . ! ! i ! I I ! R� 1 ri rr= - g- fi ¢ 1{ -. ______ y r- ii I Fr' , r �_ Ird " ..?-!`>'" ! ! i "1-11 i °3-1` •_.., i ! w•� � i ! I 1 I ! I ts":',zi� i� i g L_._. _ j ! ! q i j 3481 I ' I''.J I 0 3402 ! ! 4G, d i ! C C 1 i ! i i i ! I ......c... 10 rx ! I r 44 i ! 1 ! i 45 F__.�r.. _, ;___r._._._I __ 1 i ! 1 ! 4� i .___�-.__� .._. __i 3413 i ! ! 0 3452 141� I _ 1 ! i 3- 44 ! ! i !!! `". L i i ! ! t i { I45 3412 I I I I 3483 ! � �., .�-.....»__..........._..._._..,.rzy.� a s........_._.._._,..._»�-.. _ �...-__._ ._,._a ,� .,,.��._,r E ._._.... ..._».»...1v.._. 1.,..._....,....._.._.,_.a i FUTURE t t I ! FUTU I 1� ! l ._..w._..• " GATE No. 2 (G-2) \�. F �; GATE No. 3 (G-3`) f 1 I 'CORPORATE' HANGAR CCTV -f;'5 -'l GATE No. i (G -1)(B 1 THIS IN TYP j ' TYPICAL I� ROM I I I g Rfrff- 1 I I I RJR�iE I I } RtTI iE F 4� ( _ ...___, ,p, i i FU FE 'F i i 'F' Bl DNQ3 i i IFU UFF- 'G' i �'H' i FLIPM J'i i C i i s , ,t - _ ___ __ ��� i i — _., BLtDNW i 1 I Al � as A C 0 A-9 FA -I -o o _,... 'b O li FA -7-111 A012 eH a x0.1 ~ i^ ® A-13 A-14 W B(J LARGE 'T' 1.1ANGA (TYPICAL OF TWO (2) IN PHASE IA) _4H__.� g ! ! i i I ! y"""' i 1 § 3 i.._ s i ! i R L _J d .�`'© l \ II C_� I a � f �•__! 1--_- i j �..�__.w_w_ww...{W -� i I`�._! tl � r- •-{_ _......_._.._.._._ _...;._._� i:._. i p i H �j� r•-- 1 f i I i k----�;.:_y . I ! I ! 3 {'��� i d d ! D j �„""�;,-y H �_-��• C 8 I D/TV i_ 09 1_.__._.__I__..____ I j i i f B_6 �- i i i F-� i B-1 �G i D/TV ! B-8 1.. j r.._ c -n _ . �_________._.-... / 1 r_--J-•-----•--_I•-_.__--_i._._t i__..-_i__....w__-f'.-� i i H ! i ..a_�._...n-s----1 i H 1 i i .,......_....-H--•� 9 _j. .-, i I I , r°•-! ' i --p 3 .g r._,-•}__..w._....H_".__".__ ��,.y H i i _i B -II, _. C-14 f- E x i �i f H .. r- i 1 ! H i q . L_1 I I - i _A -12 € G -IS i 1 I r j $ i .__.. - H -_ y i 3 __•, f ! ! y _ 1._.._ ii ! i {r__9, -:_j ! _j i H H I ! H H ! 8 i g I li ! H !' ' H 8-15- }--�_'� ! 1 1 d H I g i--- j-•=° y i i i J i i t•`_'l �=.° i H i Iy H g i--•-�--° ! 3 G-19 I j i __» B- o�- ._ g r....;;.-..� --�-.........__. ! r .$ i 8 i 1 i .4; -mi i ......I _... __ ._3 -- B -IS � i ! H 't ! r---t'----i ! I H i ! I ! r-_% -! j 1 I ! d I i ,-•-i' ! ! i ! �_._".... I�--H--- C-22 ► i i i H i 6 t».,__. i i 1 3 i i H i t 3 _.. i i H 1 i 1 H i 4 L.-. i i -s ��_ �._._. ! i I g I � H f "--s i i i i I P�=i i ! i @ i i•"`-� i 8-19 ty t r-- ? ,•--� j ( ! 1 ! H I 1 1 i d! i I d i i ! 1 I d d ! � ! § ! § ! '8' BULDNVCS 4C' - I I I I I I SMALL 'T' HANGAR -._--_---__..____-_....__.__.. (TYPICAL OF ONE (U IN PHASE IA) I MASTER ELECTRICAL SITE PLAN - INST a 0! SYSTEMS SCALE : V-- 80 -0 s ARCHITECT AR0007981 ARCHITECTURE CONSTRUCTION ADYIId13MTl0N CONSULTANT P.O. BOX 561227 ORLANDO, FLORIDA 328156 407 898-8654 407 898-7992 FAX A moo ! o �800 go oil 'i lZ � 0 WNaJ mco E L 0 0 IN m 1 C A C 0 O o � 'b O u �1 eH a x0.1 ®O ® cd I °>~ o p a V CL �1 E O a O c a r• --i 0 O bin c A C '+ O o � 'b O u �1 eH a x0.1 ®O I L. 0 A C '+ O o ,o 4 0 ;..4o x0.1 ®O 0 rm- 4 NEW METER ",\", 0 TRANSFORMER No. I (T-1) rn r, -n / NEW MANUAL TRANSFER SWITCH 9 S I I SANITARY LIFT STATION DUPLEX PUMP (2 0 3 HP) i I CONTROLLER it � JEW MAIN DISCONNECT 0 10 POWER RISER DIAGRAM - SANITARY LIFT STATION NO SCALE SHOW5 REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED.— SHOWS N DIFSCON VIE OF THE MAIFOR THE LIFT STATION AS NOTEr PROVIDE NUTS, BOLTS AND LOCK WASHERS ON ALL FOUR (4) CORNERS OF THE DEVICE BEING MOUNTED (TYP.) PROVIDE KINDORF CHANNEL SUPPORT BETWEEN THE NEW CONCRETE POSTS. ANCHOR THE KINDORF CHANNELS TO THE POSTS WITH ANCHOR6 p AND BOLTS DRILLED INTO THE POSTS. THE ELECTRICAL 0 0 1 ' 0 ® 0 0 ® 0 0 ® 0 0 CONTRACTOR 5FOR sl IN p THE RACK FOR ALL OF THE EQUIPMENT TO BE MOUNTED AND SHALL PROVIDE THE KINDORF CHANNELS ON BOTH SIDES OF THE POSTS AS REQUIRED. o ' o ® 0 0 ®, 0 0 ® o o ® o ° o p 4 FIN i���-=1-i 1�. a • .. -� P I4 =:1 I! =1 I { Imo! I- i I {�-__{ 1.---I { I EI I I 11i E ---I { I----1I� -11I I =1 {_I-- I' =1!I -11I -HEI 1=11# dII I11I �1i 1 1 III Ifi- I I 1-=--1 I i ----"I I� -I I I I i 1 1 I r =l 11---1 -I i l��-I 91�I � •� 1 x-111. �I II I� �=1 II I �-III=-1. �� �° � I I I�-�I 11- 1 1 vl 1 I_111E--111.-- -1II� III- -111 '1I� COMPACT SOIL AROUND ALL. METALS TO BE HOT \—COMPACT 501L AROUND CONCRETE POLE BASE DIPPED GALVANIZED, CONCRETE POLE 5A5E PRIMED AND PAINTED, TYICAL GRADE MOUNTED RACK DETAIL (TYPIICAL FOR PANEL, DISCONNECT, METER OR CONTROLLER) NO SCALE SHOWS FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR t11C 1 ICT &t At1—I A/S •I�tt-� I 1 I 1 1 1 I 1 1 I 1 1 V11\VNI IV JJ:J:/:J 1 fillv{l JI V CCTV -PB -2 3 I PROXIMITY CARD READER POLE { 4 CCTV CAMERA AND FLOOR LIGHT POLE 1 I i � VIII GATE No. I (Cc -1) II) ( CONCRETE ISLAND BY ' I GENERAL CONTRACTOI Q----D---=---------r F-------1=—–.�_.J 0 ------ 1 ---—— — — — +f — --J 1 10 ENLARGED ELECTRICAL PLAN Nc $CALL= . I' =. ® .� ��■ .o .. e _ � oaa.�s it sr �. ® .. ® _ � ®®a .. s .. ENLARGED ELECTRICAL SITE PLAN No. 1 NOTES OPROVIDE, INSTALL AND CONNECT A THIRTY -AMP (30A), 240 VOLT, 2 WIRE, NEMA 3R, SOLID NEUTRAL (S/N), DISCONNECT SWITCH FOR THE HYDRAULIC GATE OPERATOR MOUNT THE DISCONNECT ON A FABRICATED METAL RACK AND PAINT AS REQUIRED BY THE PROJECT OWNER MR TRACY FOREST, OR AN APPROVED EQUAL OWNER, OR JUST ANYONE OFF THE STREET. REFER TO THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. ROUTE A WEATHER-PROOF FLEXIBLE METALLIC CONDUIT FROM THE DISCONNECT SWITCH TO THE GATE CONTROLLER AND PROVIDE CONNECTION TO MOTOR AS REQUIRED. THE TWO (2) POLE CIRCUIT SHALL BE USED FOR THE GATE MOTOR AND THE SINGLE (1) POLE CIRCUIT SHALL BE USED TO PROVIDE POWER TO THE FIBER OPTIC TRANSMITTER AND, THE FLOOD LIGHT A$ NOTED. O2 ROUTE A ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH FIVE (5) *10 THWN, CU. AND TWO (2)'10 THWN, CU. GROUNDS TO THE PANEL A$ NOTED. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (369 BELOW THE FIN15HED GRADE OR BELOW A BUILDING OR SIDEWALK REFER TO THE PANEL SCHEDULE FOR BREAKER SIZING. THIS PANEL IS LOCATED AT THE: CORPORATE HANGAR BUILDING WITH THE 3448/3449 ADDRESS. REFER TO THE 'MASTER ELECTRICAL SITE PLAN - POWER' FOR THE PANEL LOCATION. D PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE LONG RANGE PROXIMITY CARD READER REFER TO THE POLE MOUNTING AMC) FABRICATION DETAILS FOR ADDITIONAL INFORMATION. OPROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE CCTV CAMERA AND THE FLOOD LIGHT. REFER TO THE POLE MOUNTING AND FABRICATItON DETAILS FOR ADDITIONAL INFORMATION. OROUTE A ONE-HALF INCH (1/29 CONDUIT WITH FOUR (4) SNC THWN, CU, FOR POWER TO THE CAMERA AND LIGHT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK OROUTE A THREE-QUARTER INCH (3/49 CONDUIT FOR INSTALLATION OF THE FIBER OPTIC CABLE($) 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 INCHIES l36') BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK ROUTE A THREE-QUARTER INCH (3/49 CONDUIT FOR INSTALLATION (OF THE ACCE55 CONTROL SYSTEM (ACS) MULTI -PAIR CABLE(S) BY OTHERS. PROVIDE A PULL -WIRE IN THE CONDUIT, THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. THE CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-SIX INCHES (36') BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK OAPPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR ADDITIONAL IW-OF41ATIOK OREFER TO THE 'MASTER ELECTRICAL 61TE PLAN - INSTALLED SYSTEMS' FOR CONTINUATION OF THE FIBER OPTIC CONDUITS. 10 PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED GATE CONTROLLER FOR ALL CONDUIT STUB -UPS, THE CONTROLLER SHALL BE MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL BE REQUIRED TO ROUTE THE CONDUIT5 UP AT A SPECIFIC LOCATION TO MAKE CONNECTIONS IN THE CONTROLLER DTHE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLES AND EQUIPMENT TO BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR ALL PEDESTRIAN SAFETY BEAMS AND VEHICLE' SAFETY LOOPS TO BE MOUNTED IN THE GROUND OR ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENTS, POWER RISER DIAGRAM - SANITARY LIFT STATION V THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS TO THIS TRANSFORMER THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE LOCAL POWER COMPANY. OTHE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PAD -MOUNTED TRANSFORMER No. I (T-1) AS NOTED, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE LOCAL POWER COMPANY, OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH THREE (3)'4 THWN, CU. FROM THE TRANSFORMER SECONDARY TO THE METER AS NOTED, O4 THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER COMPANY FOR INSTALLATION OF THE NEW METER IF REQUIRED THE ELECTRICAL CONTRACTOR $WALL PROVIDE THE METER BASE, OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3)'4 THWN, CU. AND ONE (1) 'Yo THWN, CU., GROUND FROM THE METER TO THE MAIN DISCONNECT SWITCH AS NOTED. OPROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION A$ REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL BE 04 THWN, COPPER MINIMUM. OPROVIDE, INSTALL AND CONNECT A NEW MAIN DISCONNECT SWITCH FOR THE SANITARY LIFT STATION A$ REQUIRED. THE DISCONNECT SWITCH SHALL BE 60 AMP, 240 VOLT, 2 WIRE, 5/N, NEMA 3R, FUSIBLE WITH SIXTY AMP CLASS RK -5, "FAULT - TRAP' FUSES. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COVER INDICATING 'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE AND ONE-QUARTER INCH 11-1/4') CONDUIT WITH THREE (3)'4 THWN, CU. AND ONE ll) '6 THWN, CU., GROUND FROM THE MAIN DISCONNECT SWITCH TO THE MANUAL TRANSFER SWITCH AS NOTED. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW MANUAL TRANSFER SWITCH ON THE BACK OF THE RACK USED FOR THE MAIN DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE SIXTY AMP (60A) RATED AT 240 VOLTS AND SHALL HAVE A NEMA 3R ENCLOSURE. THE MANUAL TRANSFER SWITCH SHALL BE PROVIDE WITH A KEY OPERATED LOCK WHICH WILL BE USED TO LOCK THE SWITCH IN EITHER POSITION. 10 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AMC) CONNECT A NEW SIXTY AMP (60A), 240 VOLT, 2 WIRE, SM, TWIST -LOCK RECEPTACLE IN A NEMA 3R BOX WITH A WEATHER-PROOF COVER PLATE, PROVIDE A TWIST -LOCK MALE PLUG FOR THE RECEPTACLE. THIS DEVICE SHALL BE USED TO PLUG A GENERATOR INTO THE TRANSFER SWITCH DURING AN EMERGENCY OUTAGE. ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3)'4 THWN, CU. AND ONE (1) "6 THWN, CU., GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH. jj ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/49 CONDUIT WITH THREE (3)'4 THWN, CU. AND ONE (1) 06 THWN, CU., GROUND FROM THE TRANSFER SWITCH TO THE LIFT STATION CONTROLLER AND PROVIDE CONNECTION AS REQUIRED. o � V t � U ,o A � ERIC T3. RTJRTTM 0 AR0007981 ARCHrMCTURE CONSTRUCTION ADI@1L9TRATION o CONSULTANT n aS P.O. BOX 681227 ORLANDO, FLORIDA 32858 o � 407 898-8854 407) 898-7982 FAX v Q' v c v _ d100n8 "0� oz z bvti01 1� o �, PQ ni PQ PQ .y c ti rnCO -4 0. Pk Hf cn o � ,o A � 0 U o � n aS (D o � v Q' v c v _ REVIS Y 1-1 0 r W 0 a 10- 0. 0. 0 s 0 c 0 v .o s c DRAWN ° AMYF CHECKED HAROLD DATE ° OC?T08 SCALE PROJECT NO. V ip E ii• M =L=;1 M PLAN No.1 POWER O' c SHEET W E� s, b 0 ri1 Isl C-: IBM -------------------------------- - - - - - - i i f DAVIDSON DESIGN GROUP, INC. Civil Engineering` & Development Services Certificate of Authorization Number 6491 r 823 N. Thornton Ave Orlando, FL 32803 t Ph: (407) 894-0691 Fax: (407) 894-3693 * I * I * I * I * I * I * I * � r f V n C: k' Z Q z Uj 1 f -------------------------------- - - - - - - i i f DAVIDSON DESIGN GROUP, INC. Civil Engineering` & Development Services Certificate of Authorization Number 6491 r 823 N. Thornton Ave Orlando, FL 32803 t Ph: (407) 894-0691 Fax: (407) 894-3693 * I * I * I * I * I * I * I * � r V n C: k' Z -------------------------------- - - - - - - i i f DAVIDSON DESIGN GROUP, INC. Civil Engineering` & Development Services Certificate of Authorization Number 6491 r 823 N. Thornton Ave Orlando, FL 32803 t Ph: (407) 894-0691 Fax: (407) 894-3693 * I * I * I * I * I * I * I * DATE 25 JUN 2003 SCALE 1"=b0' FILE NO. 0301X1 M. Russell Davidson, P, E. Florida P.E. No. 31933 SHEET NO. X1 � r V Z Q z Uj Z neo J W 0 CL w U- r) � O U - <Z � c„> p O� ❑ DATE 25 JUN 2003 SCALE 1"=b0' FILE NO. 0301X1 M. Russell Davidson, P, E. Florida P.E. No. 31933 SHEET NO. X1 � r V Z Q z Z neo J W 0 CL U- r) � O U - <Z � c„> p O� ce Q LL Z Q U cn 0 Z Q 0 DATE 25 JUN 2003 SCALE 1"=b0' FILE NO. 0301X1 M. Russell Davidson, P, E. Florida P.E. No. 31933 SHEET NO. X1