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1330-1361 Tarmac Way - BC04-000202 (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 PEMMIT NUMBER FEE FEE d b SUBDIVISION ch PERMIT # PERMIT DESCRIPTION PERMIT VALUATION ftT6 (abO SQUARE FOOTAGE I I Tly I 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 SHIPMENF. 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 N0, FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200115-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 4, 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 ;t a THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE Cl EARI Y INDICATED, 2) BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER. E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 8. NATIONAL BUILDING CODE OF CANADA. MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM -A529 OR A-572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR "LESS CONFORM TO A-529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR °12" IN WIDTH CONFORM TO A-572 WITH A MINIMUM YIELD POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE -REQUIREMENTS OF ASTM -A36 OR A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A607 GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,00,0 psi. MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE W11FH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475, ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH .BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A-325 OR A-490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS;`'. FA$TENERS AND CABLE SHALL:` RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THEIPERFORMANCE -REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE;THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT., METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY SIRUCFURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER 'NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON 'EACH ; SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB -SECTION 2203.2 AND 2203.3.) SAFETY _()MNIITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING C^'NDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY:AND HEALTH STANFARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY, MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. DRAWING STATUS FOR APPROVAI. THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PFRMI1, THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. ❑FOR CONSTRUCTION. FINAL DRAWINGS. DATE BUILDING DESCRIPTION: FNDW LL ERAME TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RIGHT BLDG. "A" 176'-0" 70'—D" 16'-0" 1.12 MAIN FRAME MAN 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 Go PBR / TBD ROOF NONEC] BY MANUFACTURER 0 BY OTHERS M ROOF 0 WALL 0 UL -251--1 NO RECESS 26 03 PER /TBD WALL SELF DRILLING SCREWS *ZINC CAPPED TAPE SEAL: TRIM: (1/8" POP RIVETS AT SPLICES)I MEMBER ROOF( # 12 X 14 ) STITCH ROOF( # 14 x g ) ANCHOR BOLTS 3/8"U1 26 Ca TBD RAKE MEMBER WALL( # 12 X 11 ) STITCH WALL( 1 14 x e ) BY OTHERS 1" O 26 Oa TBD EAVE RAKE TO ROOF: STITCH RAKE TO WALL: STITCH WARRANTIES 26 Ga TBD GUTTER GUTTER TO ROOF. STITCH GUTTER STRAPS: STITCH MANUBUILDING FACTURER U.L. 90 No 26 Go TBD DOWNS. CORNER TRIM: STITCH RAKE ANGLE: MEMBER C� 20 YR ROOF YES 26 Ca TBD CORNER ADDITIONAL FEATURES: 20 YR WALL YES 26 03 TBD ACCESS. BUILDING LOADS THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY FL, BUILDING CODE THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROOF DFAD IOAn 2.0 PSF ( FOR ROOF PANELS AND PURLINS ) DRAWING INDEX COI I ATFRAI DEAD I OAF) - PSF ISSUE PAGE DESCRIPTION ROOF I IVF I OAD A Ci of l COVER SHEET PRIMARY FRAMING 12 PSF SECONDARY FRAMING 20 PSF A ES -1 INSTALLATION PROCEDURES AUXIIIARY IIVF IOAF) - PSF GROUND SNOW I OAF) - PSF ( Ce = - ) A Fl of 2 ANCHOR BOLT PLAN ROOF SNOW I OAF - PSF A F2 of 2 BASE PL DETAILS AND REACTIONS WINF) IOAF) 110 MPH, EXPOSURE C A El of 6 ROOF FRAMING PLAN SFISMIC 70NF = 0Jt3 ,S1 =0,05 A E2 of 6 SIDEWALL FRAMING Seismic Use Group I A E3 of 6 ENDWALL FRAMING Seismic Design Category A A E4 of 6 ENDWALL FRAMING Site Class A A E5 of 6 PARTITION FRAMING 1MPORTANCF FACTORS Basic Structural System - Dual system with ordinary A E6 of 6 FRAME CROSS SECTION WIND LOAD 1.0 moment frames of steel & concentrically braced frames SNOW LOAD 1,0 Response Modification Factor (R) 4_5 SEISMIC LOAD 1.0 Deflection Amplification Factor (Cd) 4_0 Analysis Procedure — Equivalent Lateral Force MEZZANINE I CADS A S1 of 3 STANDARD DETAILS LIVE LOAD NIA PSF DEAD LOAD N/A PSF A S2 of 3 STANDARD DETAILS CRANE INFORMATION N/A A S3 of 3 HYDRD-SWING DETAILS AWI 1 of 2 I STANDARD WELD DETAILS A W2 of 2 STANDARD WELD DETAILS 1 REVIEWEDPLANS FOR THE OVERALL PROJECT. I APR. ���P OA?E J7�.r �J CITY OF SANFORD1 REVISIONS DESCRIPTION By CK'D metallic building company PERMIT APROVAL 7301 FAIRVIEW • HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DESCRIPTION COVER SHEET AV � i��(F-6 00 SIZE SEE ABOVE 1J� CUSTOMER J.B. MATHEWS CO. Ip,Ra TRACY FORREST LOCATION SANFORD, FL. CAD BY - RS DRN. BY CK'D BY DATE SCALE JOB N0. PH BLDG. DESC. SHEET NO. ISSUE NONE 0605-207061 (��1 C1 of 1 A N MO CEO J H G F 176'-0 0/0 STEEL 2'-24 41'-412 2'-012 41'-412 2'-012 E D C 2'-012 41'-412 O O 2'-24 KCID -- -------I - - - -O O ----- --—I-----------I - - - -0 Q ---------0@4� I--- �' -- - - - -- �— i---------i—� --- --- - Q rn I a � a m m a. m --- - - - - -m m- - -- — - — - — - — W - - - - --- - --- — m --1 m - - - --- m - �t , I 0 IL m I m I O I m J# I m O m 41, 41 P 43'-11 43'-5 43'-5 F 43'-11 1414, O O d O -f O d O ,n O _m' _ _-- m - - - - ---I*--- - - -------- *I-# m _ _ _-_ - _ *I-# m _ _ _ I m _ _ _-- _ _ I*_ I*_ 25'-6" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-6" J� ji OI it i / O ICD I m O m I I I ` I m i O m I I d m , O I I W 0O m W m m m D. {�{� m /Y I/t_---------1/T_------------J- 0- �[ m I t2 m ----- -- - - --I_ _--------- 4 , 4, 43'-11 43'-5 43'-5 43'-11 41 4 I co I I co I I m I m I co 11 N - - - o - - - —- - - -N -�� N ------- - 0- - - O ------- - - N %7' �Y N - O --{ - --- N iY� N I' - - - - - - N O I _r m -- - O I I - - - - - -- m I - I I_ - -- - - - - - -- m -m ---------m I �I r 1 r 1 r P------- 0- I m I2'-24 41'-412 2'-012 41'-412 2'-012 176'-0 0/0 STEEL NO MO L K J H G F N 41'-412 2'-012 E D C 41'-412 2'-24 O O I rn I N O I N O I N O I N I �1 r� I 2'-24 O O n 212 3 1'-3 I I z ¢ SIDEWAL 3 3 a z - ,I( � w J I' p _ - W Q W 0 3 3 M U L -L� Z ¢ 6 SIDE w w 2 BASE PLATE DETAIL BP -01 BASE PLATE DETAIL BP -02 BASE PLATE DETAIL BP -03 A. BOLTS 34' OBASE 12 THK. " A. BOLTS VO I BASE IE THK. '2' A, BOLTS 34' [BASE 12 THK. " 6 SEE ANCHOR BOLT PLAN s Pq 2 �7 BOLT PLAN I SEE ANCHOR 2 I2 SEE ANCHOR BOLT PLAN SIDEWALL 1 I � BASE PLATE DETAIL BP -04 BASE PLATE DETAIL BP -05 BASE PLATE DETAIL BP -06 A. BOLTS34"0 BASE E THK. �" A. BOLTS Vr O BASE 12 THK. " A. BOLTS 34"0 EI SE P- THK. 3 212 1 -3 IDEWALL z 6 1 I o < v Z a - - J J I co I I < �I _ a 1 - - -N Z �. 3 3 � w 0 x a 6 SIDEWALL 4J 21 2 8 - V-3 BASE PLATE DETAIL BP -07 BASE PLATE DETAIL BASE PLATE DETAIL BP -09 A. BOLTS 34, BASE P THK. " A. BOLTS VO BASE IE THK. 2" BP -Oa A. BOLTS34' O BASE P THK. V SEE ANCHOR BOLT PLAN Notice: A Minimum of 1/4" Space Should 6e 1 1 Allowed from the Sheet End to any 1 Surface. Steel Line I I Wall Panel -�` Member Screw (@ 12" O.C.) -� Anchor (By Others) I Finished Floor i 1.4 312 312 Formed Base Trim (BFL73) �A REF.: NS -62A BASE PLATE DETAIL BP -10 Formed Base Trim Section SEC. A A. BOLTS 1"A FBASE 12 THK. a" a/o Panel Recess Main Frame Reactions a1 Lines: 2,3 e NOTE: DATE DESCRIPTION BY I CK'D 7 /03 FOR PERMIT / APROVAL A All reactions are shown in Kips N N A negative value, indicates indicates opposite direction opposite direction N° TRACY FORREST I Front SW Back SW�� Franc SW I Hor + �r/ Hor I Hor + - Mom + Mom F Condition Grid Ver Hor Mom DL A 1.5 0.4 0.0 DL D 3.3 0.0 0.0 OL G 2.9 0.0 0.0 DL K 3.3 0.0 0.0 DL N 1.5 -0.4 0.0 OL + LL A 7.3 2.4 0.0 OL+LL D 16.8 0.0 0.0 DL+LL G 14.0 0.0 0.0 DL + LL K 16.8 0.0 0.0 DL + LL N 7.3 -2.4 0.0 0.61DL+ WILL A -8.7 -4.2 0.0 0.6'01- + WLL D -20.5 0.0 0.0 0.6:01- + WILL G -12.8 0.0 0.0 0.6 DL + WLL K -I1.8 0.0 0.0 0.6101- + WLL N -5.2 -0.4 0.0 0.61OL + WL2 A -4.5 -4.2 0.0 0.6'DL + W1-2 D -11.4 0.0 0.0 0.6'DL + WL2 G -5.6 0.0 0.0 0.6'DL I- WL2 K -2.6 0.0 0.0 0.6'01 F WL2 N -1.1 -0.4 0.0 0.6'01- + WLR A -5.2 0.4 0.0 0.61DL + WLR D -11.8 0.0 0.0 0.6101- + WLR G -12.8 0.0 0.0 0.61DL + WLR K -20.5 0.0 0.0 0.61OL + WLR N -8.7 4.2 0.0 0.6'01- + WR2 A -1.1 0.4 0.0 0.6101- + WR2 D -2.6 0.0 0.0 0.61DL + WR2 G -5.6 0.0 0.0 0.6'01- + WR2 K -11.4 0.0 0.0 0.6 DL F WR2 N -4.5 4.2 0.0 OL + 0.75'LL + 0.751WLL A -1.3 -1.5 0.0 DL + 0.751LL + 0.751WLL D -3.5 0.0 0.0 OL + 0.751LL + 0.751WLL G 0.4 0.0 0.0 DL + 0.7511-1- + 0.751WLL K 3.1 0.0 0.0 OL + 0.7511-L + 0.751WLL N 1.3 -2.0 0.0 DL + 0.7511-1- + 0.751WL2 A 1.8 -1.4 0.0 DL + 0.751LL + 0.7511NL2 D 3.4 0.0 0.0 OL + 0.15'1-1. + 0.75'WL2 G 5.7 0.0 0.0 DL + 0.75'LL + 0.75'WL2 K 10.0 0.0 0.0 OL + 0.751LL + 0.751WL2 N 4.4 -2.0 0.0 OL + 0.75'LL + 0.751'NLR A 1.3 2.0 0.0 DL + 0,75'LL + 0.75'WLR D 3.1 0.0 0.0 DL + 0.75'LL + 0.751WLR G 0.4 0.0 0.0 DL + 0.75'LL + 0.751WLR K -3.5 0.0 0.0 OL + 0.7511-1. + 0.751WLR N -1.3 1.5 0.0 OL + 0.75'LL + 0.751WR2 A 4.4 2.0 0.0 DL + 0.75'LL + 0.75'WR2 D 10.0 0.0 0.0 DL + 0.75'LL + 0.751WR2 G 5.7 0.0 0.0 OL + 0.75'LL + 0.751WR2 K 3.4 0.0 0.0 DL + 0.75'LL + 0.75'WR2 N 1.8 1.4 0.0 Main Frame Reactions at Lines: 1,4 e NOTE: DATE DESCRIPTION BY I CK'D 7 /03 FOR PERMIT / APROVAL A All reactions are shown in Kips N BASE PLATE DETAILS / RECACTIONS}�-- SEE SHEET Cl 0a3 A negative value, indicates CUSTOMER opposite direction N° TRACY FORREST LOCA BON Franc SW I Back SW Hor + CK'n HY I DATE Hor + - Morn + r Morn + �1 Condition Grid Ver Hor Mom OL A 1.1 0.3 0.0 OL D 2.2 0.0 0.0 DL G 2.0 0.0 0.0 DL K 2.2 0.0 0.0 OL N 1.1 -0.3 0.0 DL + LL A 4.1 1.3 0.0 OL + LL D 9.1 0.0 0.0 OL+LL G 7.7 0.0 0.0 OL+LL K 9.1 0.0 0.0 OL + LL N 4.1 -1.3 0.0 0.6'DL + ALL A -4.3 -2.2 0.0 0.6 OL + WLL D -10.3 0.0 0.0 0.6'DL + WLL G -6.3 0.0 0.0 0.6 DL + KL K -5.7 0.0 0.0 0.6'DL + WLL N -2.5 -0.2 0.0 0.6'01- +WL2 A -2.2 -2.1 0.0 0.61DL + WL2 D -5.6 0.0 0.0 0.6'DL + WL2 G -2.6 0.0 0.0 0.61DL + 1hL2 K -1.0 0.0 0.0 0.61DL + WL2 N -0.4 -0.2 0.0 0.6'01- + WLR A -2.5 0.2 0.0 0.6tDL + WLR D -5.7 0.0 0.0 0.61DL + WLR G -6.3 0.0 0.0 0.6'DL I- WLR K -10.3 0.0 0.0 0.64DL + WLR N -4.3 2.2 0.0 0.6'DL + WR2 A -0.4 0.2 0.0 0.6101- + WR2 D -1.0 0.0 0.0 0.6'OL + WR2 G -2.6 0.0 0.0 0.61DL + WR2 K -5.6 0.0 0.0 0.6'DL + WR2 N -2.2 2.1 0.0 OL + 0.7511-1. + 0.751WLL A -0.4 -0.7 0.0 OL + 0.7511-1- + 0.75'WLL O -1.3 0.0 0.0 OL + 0.7511-1- + 0.75'WLL G 0.7 0.0 0.0 OL + 0.75'LL + 0.75'WLL K 2.1 0.0 0.0 DL + 0.75'LL + 0.75'WLL N 0.9 -1.1 0.0 DL + 0.75'LL F 0.75'WL2 A 1.2 -0.7 0.0 DL + 0.751LL +. 0.75'WL2 D 2.2 0.0 0.0 DL + 0.75'LL + 0.75'WL2 G 3.4 0.0 0.0 OL + 0.75'LL + 0.751WL2 K 5.6 0.0 0.0 OL + 0.7511.1- + 0.751WL2 N 2.5 -1.1 0.0 DL + 0.7511.E + 0.75tWLR A 0.9 1.1 0.0 OL + 0.75'LL + 0.75'WLR D 2.1 0.0 0.0 DL + 0.75'LL + 0.75'WLR G 0.7 0.0 0.0 OL + 0.75'LL F 0.75'WLR K -1.3 0.0 0.0 OL + 0.751LL i- 0.751WLR N -0.4 0.7 0.0 DL + 0.7511-1- + 0.75tWR2 A 2.5 1.1 0.0 DL + 0.7511-1 F 0.75'WR2 D 5.6 0.0 0.0 DL F 0.751LL + 0.751WR2 G 3.4 0.0 0.0 DL + 0.75'LL F 0.75'WR2 K 2.2 .0.0 0.0 DL + 0.75'LL + 0.75tWR2 N 1.2 0.7 0.0 OL + HSD A -1.5 -1.1 0.0 DIL + HSD D -4.6 0.0 0.0 DL + HSD G -3.3 0.0 0.0 DL t NSD K -4.7 0.0 0.0 DL + HSD N -1.5 1.1 0.0 DRAWING STATUS ®FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PFRMITr 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 ('ONS TRUc Tim FINAL DRAWINGS. LOAD 13�_OK \ ! 9.OK 9.OK SIDEWALL BRACING REACTIONS at LINES A & N DL + LL DL + WL INTERIOR COLUMNS 3.75K _ MAX COLUMN REACTIONS at LINES 1 & 4 OF RECORD PROJECT. REVISIONS e metallic building company 7301 FAIRVIEW •HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 DATE DESCRIPTION BY I CK'D 7 /03 FOR PERMIT / APROVAL DESCRIPTION SIZE BASE PLATE DETAILS / RECACTIONS}�-- SEE SHEET Cl 0a3 CUSTOMER J.B. MATHEWS CO. N° TRACY FORREST LOCA BON SANFORD, FL. I CAD BY RS nRN Rv I CK'n HY I DATE SCALE I JOB N0. I PH IBLDG. DESC.1 SHEET NO. NONE 0605-207061 F2of2 1 A O OJ u O N M 2'-212 20'-84 Q@ 20'- 814 2'-012 20'-84 H F 176'-0 0/0 STEEL 20'-84 2'- 0 12 20 -84 E C 20'-84 2'-012 20'-84 B A 20'-84 2'-212 r> 20'-84 20'-84 2'-012 20-84 20 -84 2 -012 20 -84 20'-84 2' 012 20'-84 20'-84 2'- 22 N M Ce 176'-0 0/0 STEEL OD E C B A Vuilc�ing company 7301 FAIRVIEW - HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 MK. NO. DESCRIPTION MK. NO. DESCRIPTION MK. NO. SIZE DESCRIPTION MK. NO. DESCRIPTION FnR APPROVAI • ® THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION” CAN BE CONSIDERED AS COMPLETE. FnR PFRMIT• THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR IINSTRNnT1nN FINAL DRAWINGS. NO. DATE DESCRIPTION BY CK'Dmctnllic wlAflows MK. NO. DESCRIPTION A 02/ /03 FOR PERMIT / APROVAL I w w w } V V U 7a ,(-.<) Q J U1 m m m m w fw w w V Nf¢ I¢ Of m m m m N W WLd N� J _J I Iw N I� I -i wa w V o¢ o¢ om o¢ >- mU mU DTV (DumU Li 1� I� ro Iw I� oa o¢ � o0m �m mU mU mU N v co ❑ DESCRIPTION ROOF FRAMING PLAN M� a N v \ CD v W- t I SIZE SEE SHEET Cl Ay mg—vu O I r Nm JN MK. NC~ I -- - -- -- -- --- �------ 00 0- - ------ r- -- -- ------ �- -- --- ------ - -- --- ----- - - N J W a Go N I a N� t 1 iF 0] U) (L J ❑ U U U U .- Q Z D: ¢ J m !r O m m t0 m m V1 I Ld U U W W Q f V U Q lY M m m U m m N J W W W W v= a- I I-, I� I-' I -i NF. J [pm tpm Vl Um �m 03n- V) mU mV mU mU U W W I I -i I� 00 I� I� �m fpm Ncom mU mU �¢ as J mU UU U_ U, U U U V) I N J W 00\V f DRN. DY CK'D BY DATE SCALE NONE JOB N0. 0605-207061 PH BLDG. OESC. ("HA) SHEET N0. E1 of 6 ISSUE A PM1 0 NO I N J W M 00 7 I N J W M Go 2'-212 I 20'-84 20'-84 2'-012 20-84 20 -84 2 -012 20 -84 20'-84 2' 012 20'-84 20'-84 2'- 22 N M Ce 176'-0 0/0 STEEL OD E C B A FOR THE OVERALL PROJECT. MISCELLANEOWACCESSORIES SWNG DOORS FRAA4EDOPENIAW WArllA TORS DRAWING STATUS REK9SIONS Vuilc�ing company 7301 FAIRVIEW - HOUSTON, TEXAS • P.O. BOX 40338 ZIP 77041 (713) 466-7788 ZIP 77240 MK. NO. DESCRIPTION MK. NO. DESCRIPTION MK. NO. SIZE DESCRIPTION MK. NO. DESCRIPTION FnR APPROVAI • ® THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION” CAN BE CONSIDERED AS COMPLETE. FnR PFRMIT• THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR IINSTRNnT1nN FINAL DRAWINGS. NO. DATE DESCRIPTION BY CK'Dmctnllic wlAflows MK. NO. DESCRIPTION A 02/ /03 FOR PERMIT / APROVAL SKn.,4GHTS DESCRIPTION ROOF FRAMING PLAN SIZE SEE SHEET Cl Ay mg—vu MK. NO. DESCRIPTION CUSTOMER J.B. MATHEWS CO. + RACY FORREST LOCATION SANFORD, FL. CAD BY RS DRN. DY CK'D BY DATE SCALE NONE JOB N0. 0605-207061 PH BLDG. OESC. ("HA) SHEET N0. E1 of 6 ISSUE A ,f; 83EL2MM- 83EL2MM- 83EL2MM- 4 82Z3GG- 82Z3GG- n ,f; 83EL2MM- 83EL2MM- 83EL2MM- 4 * FIELD SLOT GIRTS FOR BRACING ELEVATION @ LINE "A" FRONT SIDEWALL 4 3 83EL2MM- V- 3 3EL2MM- 83EL2MM- rid P";Fl ')AAAA - 1' -3 1 12 'P. 1'-3 82Z3GG- 82Z3GG- 82Z3GG- TYP.U.N. TYP.U.N. TYP.U.N. 82Z3GG- 21'-9 24'-0 21'-9 FYP.U.N• * FIELD SLOT GIRTS FOR BRACING ELEVATION @ LINE "A" FRONT SIDEWALL 4 3 83EL2MM- V- 3 3EL2MM- 83EL2MM- rid P";Fl ')AAAA - 1' -3 1 12 'P. 1'-3 ELEVATION @ LINE "N" BACK SIDEWALL * FIELD SLOT GIRTS FOR BRACING SHEETING @ LINE "A" FRONT SIDEWALL SHEETING @ LINE "N" FRONT SIDEWALL 82Z3GG- 82Z3GG- 82Z3GG- TYP.U.N. FYP.U.N• TYP.U.N. 21'-9 24'-0 21'-9 1 -3 ELEVATION @ LINE "N" BACK SIDEWALL * FIELD SLOT GIRTS FOR BRACING SHEETING @ LINE "A" FRONT SIDEWALL SHEETING @ LINE "N" FRONT SIDEWALL 12 1 F- 12 176'-0 0/0 STEEL SHEETING @ LINE "1" LEFT ENDWALL G K H F p 12 1 r- L J E G 2 t ��Y,1 82Z2GG— TYP.U.N. 2'-22 ULGGVV- TYP.U.bV. 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. 2'-0'2 20'-81 20-81 _ L 6 20'-8 ELEVATION @ LINE " LEFT ENDWALL 82Z2GG— TYP.U.N. 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. 82Z2GG— TYP.U.N. 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. 2'-0', 82Z2GG— TYP.U.N. 2'-2 2 12 1 F— 176'-0 0/0 STEEL SHEETING @ LINE "4" RIGHT ENDWALL D WFH K 12 1� C E CJ L � 12 1 82z2GG— TYP.iU.N. 82Z2GG— 82Z2GG— 82Z2GG— TYP.U.N. TYP.U.N. TYP.U.N. 2 — 01z 2'-212 20'-81 20'-81 20'-8 ELEVATION @ LINE "4" RIGHT ENDWALL 82Z2GG- T'(P.U.N. 82Z2GG- 82Z2GG- TYP.U.N. TYP.U.N. 2'-012 20-8i 20-8a 82Z2GG- TYP.U.N. 82Z2GG- 82Z2GG- TYP.U.N. TYP.U.N. 7n'—RI. 2—G2 )n' -R1. 82Z2GG— TYP.U.N. 2'-212 12 1 r- 12 I 1 I I I I 1 I I I i i I i i i o n o m o n io rn o o �n o nw rn o r w m f r r s _� 1 s n N N N n r s n N N O n l0 Orn O r7 l0 O1 O O 01 cD r7 O Ol c0 M O Q1 cD 19 O '_N '_N _n _n _n —r _,., 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 1 I I I I I I I I I I I I I I I I I O o o' t° `° O of 0 ``� o rn o co c0 ro rn rn rn m o O O O N N N N r7I r� r� N N N N I I I I I I I I I I I I I I I I N N N N N N N 1 N N N N N N N N N N N ON CN N r-^- c0 in c0 I 176'-0 0/0 STEEL PARTITION SHEETING 12 82Z4GG- 82Z4GG- 82Z4GG- TYP.U.N. TYP.U.N. TYP.U.N. 25'-6 25-0 25'-0 PARTITION FRAMING BETWEEN LINES 2 & 3 82Z4GG- TYP.U.N. 82Z4GG- TYP.U.N. 82Z4GG- TYP.U.N. 82Z4GG- TYP.U.N. A -� 0 w f 0 I in y I I 88,-3 11/16" 12 1 �— 1'`4 16 © 4'-9 11/16" SYMM. -4 7/164 1/3'-4 1/g„ 44'-4 11 /2 PBR' PANEL (8)34 „X 2„ A325 BOLTS I 1'-0 1/2" 44'-7" (8)34 X 2 - A325 BOLTS (8)%"X 112" A325 BOLTS 10 1/2" X 1, 88'-0" OUT OF STEEL LINE TO RIDGE 176'-0" OUT TO OUT OF STEEL LINE CROSS SECTION @ LINES 1, 4 43'-10 i PBR' PANEL 43'-5" (8)3,"X 2' -/I I �(8)VX 112„ A325 BOLTS A325 BOLTS I Lo rn I O N 10 1/2" -,I,L� Stitch At 20' Stitch At 20 12" 12" 12" Base, Eave, Rake And Intermediate Girls Member Fastener Spacing 12" 12" 12" Panel End Laps Only Member Fastener Spacing Fastener Location "PBR" Panel At Wall NS0001 NOTE: Pattern All Bolts are 1/2" x 1" A307 M. Bolts (Typ. U.N.) Zee A 8" 2" UU 10" 3" A-325 BOLTS 12" 4" CEE RAFTER Lap B Pattern Long —7---2-3T4— LL Extra Long 2 —5 3 4 XX Super --7-- —1-3—[4— UU B B 2'-4 2'-4 1 3/4 2 2 Purlin Clip,1 3/4 3/16" 3" PL -3/16' x 16 x 0'-7" _ - _ _ .J Additional Flange Brace--/ (As Required) = Flange Brace Rafter L 2 x 2 x 14Go. w/(1) 1/2 x 1" M. Bolt at Clip Flongle Brace Clip PL -3/16" x 3" x 0'-3" Interior Bay Purlin/Girt Framing NS0006B NS0010 Downspout Pop Rivet Shop Pro Overflow Field Bend 12" 12" 12" Strap (ryW) Column Flange Anchors Not By 10" 2" 10" 2" Metal Tri\ Building MFG, Downspout Member Screw (TYp ) (2) #12 x 1 1/4" mpax 45 Detail "A" "PBR" Panel "PBA" Panel Masonry Wall Column Flange Panel Fastener Locations At Wall Members Downspout to Wall Attachment Except As Noted Below) sack Leg SVR �o 12" 12" 12" -0 V, / 2" 8" 2„ 2" 8" 2" 2" 8" 2" 2" Field Cut & Bend Dawn Cutter Downspout Strop Spacing 10'-0 O.C. Maximum Detail "A" f Rake Angle Field Cut and Field Pop Rivet (Typ.) Eave Member, Peak Member. & Panel End Laps Bend Gutter Tabs Downspout Rake Trim Panel Fastener Locarions Into Downspout Member 4"+ Downspout to Eave Gutter Attachment Screws Roof Panel Contlnous Tape Seal / Member Screw Tape Seal Stitch Screw For Roof Only) Canopy or / at 12" D.C. �1 ( Y) Offset Downspout ______ ___________ At 20" O.C. 3/8 X 3/32 ThickRoof Downspout strap STD.) Panel Purlin Lop Pop Riwet Overflow Slot Gutter Lap Detail (Metallic) r(4) Stitch Screws Pop Rivet Stitch Screw Detail "A" (Typ,) Spliice at 12" O.C. Downspout Strap (If Real d) I Outside Closure Note: Section Thru Panel End Laps Screw Patterns Shown Downspout j 1 1/4 Wall Panel Satisfy U.L. 90 Requirements Downspout w/ Kickcut For Roof w/ Kickout Finish Floor Section Thru Rake Trim Fastener Location For "PBR" Roof Panel "R" and "PBR" Roof Downspout Detail (Metallic) NS0002 INS0009 INS0011A NOTE: 1. These drawings are intended to depict general installation of item(s) described above. Some itern(s) may have been omitted for clarity of presentation. Consult your erection manual or additional S–Sheets for further guidelines and/or clarifications. y. a \rroyruni rnes\a uruwinys\urit–zu rva urowings.axt tversion i.iT Stitch Screw at 12" O.C. Tape Seal (Cont.) — Roof Panel 35'-0" 35'-0" PARTITION TRIM / OFL95 SIDEWALL PANEL See Erection Drawings for Dimension 1/4 ----------------- -- ---------------------------------------------------- n____________r m Q Oi Member Screw J (One) Each PurlinO Q Purlin GIRT Rake Angle —\ Q ® TARE snrcH scREw OAT 20" O.C. SC -58 -------------------- ------- PARTITION PANEL ---------------- (2) 1/2" X I" M. Bolls PARTITION GIRT ALLCONNECTION BO1/2" X 0'–I" MACH. UNLESS NOTED. Flange Brace Endwall Column (Shape Varies) SECTION THRU SIDEWALL Main Frarne Rafter (FLUSH MAIN FRAME) See Erection Drawings for Clip Piece Mark and Quantity of Bolts STANDARD SECTIONS FOR TRANSVERSE PARTITION Section Thru Rake at Main Frame Flush Endwall (FLUSH MAIN FRAME) NS0013 NS63D 8" Panel Stitch $crew AT 20' O.C. Membgr $crew 1 -0 O.C. Remove Bearing Leg Corner Trim (BFL830) "PBR" Panel Outside Corner Trim NS0015 REVISIONS No. DATE DESCRIPTION Bl A 02/ /03 FOR PERMIT / APPROVAL Leel_ ine PURLIN SCREW AT EACH MEMBER \ ° O a 5/8" X 1 1/4- RAKE ANGLE A-325 BOLTS CEE RAFTER PARTITION / COLUMN PARTITION / GIR T 8" ROOF PANEL -- - ---- -- -- STITCH CREWS AT 12-' O.C. _ MGMOER SCREWS PARTITION TRIM (BFL94) STITCH SCREWS RAKE ANGLE AT 12" O.C. / OUTSIDE CLOSURE J WALL PANEL TRANSVERSE PARTITION DETAILS AT ROOF NS0031 S u -Ard Ddds tudu, lu I Customer: J.Q. MATHEWS CO. End User: TRACY FORREST I 1 6 20 3 Location: SANFORD, FL. Det. By I Chk ByDate Scale Building ID Job Number Sheet Number Issue 02/ /03 N.T.S. 0605-207061 S-1 Stitch Screw (3 Required) Gutter Strap at 48" O.C. (BFL893-12) Stitch Screw at 6" O.C. Inside Closure w/ Continuous Tape 3 1 Seal Tap & Bottom Roof Panel ------- Panel Cap Trim 3/16" 2-4 (BFL271) Pop Rivet (2) For 10'-2" Trim Hillside Washer Cable Brace (3) For 20'-2" Trim Fastener #14 Member Screw @ 6" O.C. Flat Washer 1/8 x 3/16 Hex Nuts` Eye Bolt 1 Pop 2;ve0tCS'S' Member Screw 12" O.C. Web of Frrme Gutter Back Up Plate (BFI -46) Note Eave Strut Wall Panel Cable Brace to Frame Connection Note: Shop welded Back Up Plate may be located LOW EAVE DETAIL at either side of the web. (If Requied By Design) Gutter – 1 1/4" Wall Panel – POR Roof NS0053 Notice: A Minimum of 1/4" Space Should be Allowed from the Sheet End to any Surface. Steel Line Wall Panel Soy�QoQ�. 1Vo F°S�QaQ�\ Locate the Gutter End Cap 1 1/2" from the end of the Gutter. Apply one bead of Tube Sealant between the End Cap surface and the Gutter. Attach the End Cop to the Gutter using (14) 1/8" Pop Rivets. Check to make sure all edges are sealed with Tube Sealant. Insert the Gutter into the Rake. Trim. Align the mitered edges and attach to the Rake Trim with 1/8" Pop Rivets. Gutter to Rake Miter Detail (Metallic) NS0172 Low Eave MT Gutter 'Shtg NS0084 EAVE GUTTER (BFL46) RAKE TRIM (BFI -5Q 5'-0 O.C. (14) POP RIVETS (7) POP RIVETSr(2)BEADS E Max. (4) 1/2"0 x 1(2) BEADS TUBE S A307 Bolts SEAL (42")o {3-14 3 31r NOTE: 2" MIN. LAP NOTE: 2" MIN. LAP LOW SIDE EAVE TRIM (BFI -58) HIGH SIDE EAVE TRAM (BFL54) (7) POP RIVETS 7SEAL S TUBE (2) BEADS TUBE ") SEAL (14") (6) POP RIVETS �� Member Screw (@ 12" O.C.) Anchor (By Others) Finished Floor Formed Base Trim J (BFL73) Formed Base Trim Section w/o Panel Recess METALLIC TRIM LAPS A Bay StrutSpacer SSL -10 SSL -12 Strut Purlin Eave Strut 2'-11 3/4" A 4 A 4 MAIN FRAME COLUMN ENDWALL FLANGE 01 GIRT (IF REQ'D) \ ' 3 1/4 P2 ^I CREWS Roof Slope A 12 B 1 See Erection Drawings C 2 Strut Purlin SHEETING _ D 3 Eave Stut ANGLE E 4 0 w Roof 12 Slope SSL -10 Fastener #12 x 1 1/4 SID (3 Req'd) w Fastener 612 x 1 1/4 SD 3 Req d) NS0062A INS0080 INS0085 NOTE: 1. These drawings are intended to depict general installation of item(s) described above. Some items) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. SIDEWALL GIRT sC-3 SC -12 FOR 8" SIDEWALL GIRT SC -61 FOR 10" SIDEWALL GIRT SC -62 FOR 12" SIDEWALL GIRT GIRT DEPTH DIM"A" DIM"B" 8" 2" —174- 410" 10" 3" 1 14 12" 4" N 5'-0 O.C. C __ H FN N E! Max. E (4) 1/2"9 x 1" 0 z C5 2 COLUMN SIDEWALL OR A307 Bolts o 0 0 ENDWALL GIRT (TYP.) -00 Strut Spacer ` 334 Strut Purlin 334 �'— Strut Purlin r 4 4 USE SC -3 CUPS Bay 5 5 USE SC -56 CUPS 6 6 USE SC -57 CLIPS 8 (2 BOLT GIRT CONNECTION REQUIREMENT) Strut Purlin Strut Purlin COLUMN SIDEWALL OR ENDWALL GIRT (TYP.) Fastener ! I I x 1 1/4 SDT- w N #12 Rey'd)� (3 Fastener #12 x 1 1/4 SD w ; Strut Spacer 3 Req'd) ----------------------- ------ ------------------ ------------ - ------ -- ---- (See Chart) 4 4 USE SC -16 CUPS Section A urin ar 5 5 USE SC -72 CLIPS 8 SS8-6 6 6 USE SC -73 CUPS 10 SS8-8 (4 BOLT GIRT CONNECTION REQUIREMENT) 12 SS8-10 NOTE: USE 1/2" DIA. X 1" A307 BOLTS AS SHOWN Strut Purlin (Inferior) SIDEWALL AND ENDWALL INTERIOR GIRT CONNECTION DETAIL NS0087 1NS0125 2'-11 3/4" A 4 A 4 MAIN FRAME COLUMN ENDWALL FLANGE 01 GIRT (IF REQ'D) \ ' 3 1/4 P2 ^I CREWS Roof Slope A 12 B 1 See Erection Drawings C 2 Strut Purlin SHEETING _ D 3 Eave Stut ANGLE E 4 0 w Roof 12 Slope SSL -10 Fastener #12 x 1 1/4 SID (3 Req'd) w Fastener 612 x 1 1/4 SD 3 Req d) NS0062A INS0080 INS0085 NOTE: 1. These drawings are intended to depict general installation of item(s) described above. Some items) may have been omitted for clarity of presentation. Consult your erection manual or additional S—Sheets for further guidelines and/or clarifications. SIDEWALL GIRT sC-3 SC -12 FOR 8" SIDEWALL GIRT SC -61 FOR 10" SIDEWALL GIRT SC -62 FOR 12" SIDEWALL GIRT GIRT DEPTH DIM"A" DIM"B" 8" 2" —174- 410" 10" 3" 1 14 12" 4" 2 17-4 Section A NOTE: USE 1/2" DIA. X 1" A307 BOLTS AS SHOWN Strut Purlin CORNER DETAIL @ MAIN FRAME ENDWA (Low Eave) (FLUSH SIDEWALL AND ENDWALL) NS0124 REVISIONS N0. DATE OESCRIPFION BY A 02/ /031 FOR PERMIT / APPROVAL Sturindard Details Customer: J.B. MATHEWS CO. End User: TRACY FORREST Location: SANFORD, FL. Det. By Chk ByDate Scale Building ID Jab Number Sheet Number Issue 02//03 N.T.S. 0605-207061 S-2 A (4) 5/8"0 x 1 1/2" Rake Angle r A325 Bolts RAI ------------ W8 x 21 Purlin W8 Brace Beam Beyond (3) 5/8"0 x 1 3/4" a E per Design o � (1) L 3" x 3" x 1/4" Brace w/(3) 5/8"0 A325 Bolts 45 Tube Header o t 0 * Hinge Ln G�. CD Hydro Swing Framing HYDRO SWING Bi—Fold Door Brace Beam Connection :ary. U:\Froqrafn hies\5 Urawings\U1-11—YU NS Urawings.dA (Version 1.1) 5/8"0 x 1 3/4" A325 Bolts (Typ.) Double Angle Brace 4x4x1/4 Brace Beam Single A..7. Brace 5/8"0 x 1 3/4" 57 A325 Bolt a Double Angle Brace 12 Roof Slope Purlin (Typ.) 5/8"0 x 1 1/2" A325 Balt Brace Beam Qt Ip o n a IW L 5/8"0 x 1 1/2„ A325 Bolt View "A" HYDRO SWING Bi—Fold Door Anale Brace Connection to Brace Beam Column 1/2" Flange Clear Opening + 5" Jamb Column � Width Hydro Swing Door Jamb Framing (Per Design) i – Hydro Swing Door i i----------- - Fastener #6 i 12-24 x 1 1/4" Tek 4.5 At 20" O.C. i „ ----- ---- --- I' -------------I--------------------- ---___ l ----------1 r Steel Line Wall Panel Field Weld (Profile May Vary) 1/2" Flange Width Plus 2' 1/2" Clear Opening Jamb Trim BFL22 HYDRO SWING Bi—Fold Door Stub Column to Tube Header Connection U Fastener #6 12-24 x 1-1/4 Tek 4.5 @ 12" O.C. — 0 Stub Column Beyond Field Weld BFL850 ` 11 , ------------------ „ „ , ----------- ,I. --_----------- j c ®• ®r'' Hydro Swing g®" Framing :> €Tek 4.5 @ 12" O.C. „ o ■------------- BFL24 i Fastener #6 0 12-24 x 1-1/4 ;o Tek 4.5 @ 12" O.C. HYDRO SWING Bi—Fold Door Top Rubber Detail y Small Box Wind,Loads.)ls Wind Velocity (mph) 110, om . �ME4 R1t10 Company Eric KuritzKy, Architect :a Importance Factor 1.00,,., Wind Speeds 110 mph i Prepared By Eric Kuritzky, Archikect uri' Table 500 Exposure Category C Internal Pressure Coefficient + _ 0.1 8 STRUCTURES INTERNA710NAL Client Name 7rnt t Job Descriptiont. e ' on S nford H ng Type Construction Type IV Unprotected, UnSprinkled Mean Root Height 20 LLC Allowed Provided (ft) yr Small Box Hangers Max. No. of Stories 2 1 Building Width (ft) 70 Building Length (ft) 176 RoofSlope (x:13) 1 Max. Hgt in Feet 55' (no limit per sub-letter'g') 1,9'-10" (roof peak) Job Number 23005.0 y Small Box Wind,Loads.)ls CODE DATA - Small Box Hangers 2001 Florida Building Code :a Wind Speeds 110 mph i CODE DATA - Small Box Hangers 2001 Florida Building Code 2001 Florida Fire Code Wind Speeds 110 mph i Table 500 Occupancy Special Storage i Type Construction Type IV Unprotected, UnSprinkled J Allowed Provided Building Area 'A 6,00-0 §f per floor Max. No. of Stories 2 1 Max. Hgt in Feet 55' (no limit per sub-letter'g') 1,9'-10" (roof peak) fire Protection Requirements (Table 600) Party.and Fire Walls 4 hours Interior Bearing Walls 0 hours Columns 0 hours Beams. Girders etc 0 hours Floor Ceiling 0 hours Roof Ceiling 0 hours: Exterior Bearing & Non -Bearing Walls 0' to 3' 1 hour ( 0%) 3' to 1W 1 hour (10%) 10' to 20' NC (20%) 20' to 30' NC (40%) +30' NC ( NL) O eupancl Analysis Storing of private aircraft without major maintenance. i Q door size �zs a o 'a a s v .>~o remarks A 40'-Q" x 14'-0" ovhd Mtl Prefin Mil With Translucent Panel and H drolift m CA/ith Tranclnrant Pane[ anN {-lvrirnlifF nnr4 �t GENERAL CONDITIONS AND NOTES I FOUNDATIONS IT`IS THE INTENT OF -THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING 1. SUBSURFACE SOIL CONDITIONS INFORMATION IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON AN ASSU6IED AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF'.CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DD ALLOWABLE BEARING PRESSURE OF 2000 PSF AND SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER REGIS'I'RERED IN 1 THEIR WORK,IN CONFORMANCE WITH ALL APPLICABLE CODES:AND:REGULATIONS• THE STATE OF FLORIDA. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. 2: ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE CONTRACTOR SHALL REPORT ALL DISCREPANCIES IN THEDRAWINGS AND EXISTING CONDTfIONS TO THE ARCHITEC7T FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMEN"fS ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION PRIOR TO COMMENCING WORK, CONDITIONS ENCOUNTERED DIFFER FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR. 3. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD IN THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS), 3. SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM MODIFIED PROCTOR DENSITY. SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER 4 ALL FOOT A _ _ _;: ;- a 3 SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED OTHERWISE. o WORK. " M 5. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL UNLESS THE WALL IS FULLY BRACED 9. "THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF 'THE ARCHITECT AND MAY NOT BE USED OR B.Y THE CON'T'RACTOR FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, IS TILE SOLE RESPONSIBILITY OF •- •_- .•-...;; w REPKODUC'1'ED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. THE CONTRACTOR AND .SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMEA'f ' •�- _ � ��µ,m.•T* •Y 5. .: ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED 'f0 BE 'TYPICAL AND SHALL BE CONSTRUED TO BRACING THE WALL HAS BEEN CONSTRUCTED'f0 THE SATLSFACTION OF THE ARCHITECT. t APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A'DIFFERENT DETAIL IS SHOWN.. THE O CONTRACTOR SHALL CUNSUL'f 'THE'ARCHITECT7F THERE IS ANY UNCERTAINTY REGARDING THE INTENT OR APPLICATION CAST IN PLACE CONCRETE „ n. OF A DETAIL OR CONSTRUCTION ISSUE. I. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: _ - n »- ty m 6. ALL DIMENSIONS AND ELEVATIONS SHOWN SHALL BE FIELD VERIFIED BY'fHE CONTRACTOR PRIOR TO CONSTRUCTION.? SLAB ON GRADE AND FOOTINGS 3000 PSI " 7: TTIIS STRUCTURE HAS BEEN DESIGNED IN IMF ACCORDANCE WITH AND, MEETS THE REQUIREMENTS OF SECTION 140b, 200Il' } REMAINING CONCRETE 3000 PSI s , ra mow. r EDITION OF THE FLORIDA BUILDING CODE. 1T IS DESIGNED TO WITHSTAND 120 MPH EXPOSURE B WIND LOADS. MINIMUM ; 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENTS AND A hIAXlA1UM1 `_ AIL.� _ '-;I ...•..;I , _�(-kms :,MIL _ , . _ e -Ky llESIGN PRESSURE FOR OPENINGS IS +25.9, -28.1 PSF. ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL WATER/CEMENT RATIO OF 0.58. da Y APPLICABLE LOADS. DESIGN WIND LOAD IS120MPH WITH SHAPE FACTORS. NET UPLIFT DESIGN PRESSURE SHALL BE 301 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3 METHOD i OR ': � � - { t •�,.�/. , ,M,ARCHITMI ' PSF. DESIGN ROOF LIVE LOAD IS 20 PSF METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5:3 OF THE LATEST EDITION OF ACI 318 AN0007981 ' �.�, Y 8. CONTRACTOR LS SOLELY RESPONSIBLE.ROR'THE SAFETY OF THE BUILDING DURING CONSTRUCTION. 4: ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONF'ORMINC'f0 ASTM A-615 GRADE 60. p 9: THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED. THE SITE AND HAVING FAMILIARIZED HIMSELF 5: ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "'THE BUILDING CURE REQUIREMENTS FOR REINFORCED ,.„.,.�, ARCHITECTURE•_„ -< D CONSTRUCTION ADMINISTRATION WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND Willi REGARD TO THE DRAWINGS SHALL BE CONCRETE" ACI318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. i ---'-- �---- .�.•...�-�-;- - �.......m.,_:..,:,., ►. - w CONSULTANT BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. ,✓^' • ' YM ,M _ ' 6. WHERE BAR LENGTHS ARE GIVEN ON THE llRAWINGS,.THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS ! .,���� ••.�„ �� _ w._.. 10: IT IS THE CON'TRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE v - o P.O. BOX 581227 'TO INSURE THE � SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. �-----------•------------- .. • ,---,�.,..,._...,.�......._.._..,._„___.. __ ORLANDO, FLORIDA 32858 SAFE'T'Y OFTHE BUILDING AND ITS COMPONENT PARTS DURING ERECTION: THIS INCLUDES, BUT IS NOT LIMITED TO, THE: ! 7, CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC: NECESSARY'CO SUPPORT REINFORCING STEEL. SUPPORT 4..:.....,.�. _._•^�'� . ,-. . _ 407 c 898 89 64 ADDITION- - F WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL BE', ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES: SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS - �.---�_..-..�w,••••..----•..,...-.-�.......:....._.� ... .. REMOVED AND SHALL REMAIN THE PROPERTY OE'fHE CONTRACTOR AFTER COMPLETION OF THE PROJECT: STEEL. - v 407) 898-7992 FAX C 11. 1F MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS, ARE NOT IN S. CONTRACTOR SHALL PROVIDE 3/4 INCH CIIAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS AND WALLS UNLESS AGREEMENT WITH THESE NOTES, 'THE BETTER QUALITY AND/OR GREATER QUANTITY, STRENGTH OR SITE INDICATED„ OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. �j_ _ , ! 3 _. „ , i'._ i!. .. �... _ as SPECIFIED. OR, NOTED SHALL BE PROVIDED. ! �y ..._ ,-_.:. �-”' ' 9: THE FOLLOWING MIN CONCRETE COVER SHALL: -BE PROVIDED FOR REINFORCEMENT: - - , , _ _ 12. PROJECT SHALL BE TURNED OVER TO OWNER IN CLEAN CONDITIONS WITH ALL TRASH AND DEBRIS: REMOVED FROM SITE,, ` 3" ' i :� / CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. i ALL WINDOWS AND GLASS CLEAN; ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES W DUSTED AND CLEANED, AND ALL, 2" CONCRETE EXPOSED TO EARTH OR WEATHER N6 THROUGH #18 BARS �' + a TOILET AND PLUMBING FIXTURES CLEAN AND IN GOOD WORKING ORDER, 'x 11/2' 1 ALL OTHER CASES 13. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS, AND SHALL 'NOT ALLOW DEOR S . TO 10. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP, EXCEPT WHERE OTHERWISE ACCUMULATE. NO'T'ED ON THE DRAWINGS. s +- f 14. CON'TRAC'TOR TO OBTAIN ALL PERMITS, AND PAY ALL FEES AND TAXES. Pt: WELDED WIRE FABRIC SHALL CONFORM'TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE O 15. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE BASED ON THE BEST AVAILABLE CROSS WIRE WITIIIN'fHE 8": ALTERNATE FIBERh1ESH REINFORCING SHALL BE COMMERCIAL GRADE. •+• .. DATA AS PROVIDED BY; THE OWNER BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL FIELD VERIFY ALL 12. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY DIMENSIONS, GRADES, LINES, LEVELS OR OTHER CONDITIONS OF'LIMITATIONS 'AT.THE SITE TO AVOID CONSTRUCTION OTHER TRADES BEFORE CONC11ETEdSPLACED. c ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY SUBCONTRACTORS PRIOR TO ADEQUATE 13. HORIZONTAL WALL, BEAM AND FOOTING BARS SHALL BE BENT V -U" AROUND CORNERS OR CORNER BAR W '- S WITH 2 0" LAP E VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR. ADJUSTMENT ' OF WORK SHALL BE THE SHALL BE PROVIDED: Tr ,vim RESPONSIBILITY OF THE CONTRACTOR. ; �✓ ► GG�j ...j._..`,Naaj_. . _.._ _. _ VO 14: ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED 16.1 r e m t ! : A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUll'EMNT SHALL BE DETERMINED BY THE CONCRETE STRIICTUKES" ACT 315 LATEST EDITION .UNLESS DET +- --- --- ----- • .,. ' : __.__ _ _. OWNER. AILED OTHERWISE ON THESE PLANS. ., 15: CONTRACTOR NTRAC ,,. „_ - - s O TOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL D WINGS FOR SIZE AND LOCATION OF EMBEDDED "^ a ;'. ," � ^- - �- - -- k.•.. 17. . CONTRACTOR , p 1S RESPONSIBLE :0 x:16 . _, 1 �6 . -.« _. R U IBLB F , S OR SCHED ULING DELIV ERY _ RECEIVING, UNLOADING, STORING, PLACING AND ITEMS, SLEF,VES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER'TRADES. 'THESE ITEM ' ' - .._ Q SHALL BE FURNISHED AND i, .G' o PROTECT _.. 1 ING FROM DAMAGE ALL NEW EQUIPMENT AND MATERIALS FURNISHED BY THE CONTRACTOR, OR BY'THE OWNER INSTALLED;PRIOR TO PLACEM NT OF CONCRETE. _ ..__. ' :- - ' -- : _. FOR THE CONTRACTORS USE. '�"tl.--"Gkl 1G - _ . _. __ _p. 16. FOR BEAMS, LAP. BOTTOM STEEL AT THE SURPORT AND'TOP S'fEEL OVER THE ¢1IDSPAN, UNLESS NOTED O ffIERWISE: e_'''-� r- __--_ ' 17, a _.. . _. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE:TEST REPORTS DIREC fLY TO THE ARCHITECT. � •' ? j . 91 _. , . _ I mum O - L_Tz==j WOW IT.12(pm► 1 1 Yee' G ka SYMBOL DESCRIPTION OC, TRAPPED DRAIN 5ANITARY PIPING ------- VENT PIPING COLD WATER -- -- HOT WATER (110 DEGREES FJ TEMPERED NOT .WATER �- EXT1=RIOR - 5ET IN IV x 16' x (o' THICK CONCRETE PAD .ECO T. R. .� L VENT THROUGH THE ROOF =� HB NOSE 5155 WITH VACUUM BRE-AKER —{— SHUT-OFF VALVE SHOCK A550R15ER 0— FCO :FLOOR CLEAN OUT se TRAPPED FLOOR DRAIN - SHUT-OFF VALVE IN PIPING RISE PLUMBING FLOOR PLAN NOTES O THREE-QUARTER, INCH (3/4') CW DROP FROM AN ELEVATION ABOVE NEW OILING OR ABOVE ANY DOORS ALONG WALL, WITH SHUT-OFF VALVE CONNECT TO Ho5E BIBS. O CW PIPING R15E ALONG IN51DE WALL WITH FULL PORT 5HUT-OFF VALVE FOR BUILDING, RISE TO AN ELEVATION ABOVE ANY DOORS. PROVIDE WALL ACCE55 PANEL WHERE PIPING R15E5 WITHIN WALLS. T3 PIPING LOCATED BELOW GRADE OR BELOW PAVEMENT. O FOR CONTINUATION OF PIPING SEE CIVIL 51TE UTILITY DRAWINGS. S 3 3 b j-3/4' CW, 12 LSU, 16 CPM DEMAND C SIZE WATER METER I` O PLUMBING FLOOR PLAN - SMALL BOX HANGAR SCALE : 1/8'. = 1'-0' N L DRAWN I\` MICHAEL CAUSEY U CHECKED bA HAROLD K CONDO DATE 0 AR0007981 AIICIATECTURE o CO USTRUCTION ADlQNL4MTI0N Gd CONSULTANT P.O. BOX 581227 '� OREANDO, FLORIDA 32868 c WPC -0301 407 898-8854 OR PLUWBM FLOPLAN 407 898-7992 FAX U F -i - SOX HANW U 1 Cc' ti so - (n O q (n d U ubco`A�cci �m0 d ®z adw ej v,� a'0. E. AM NOTES DRAWN �1 MICHAEL CAUSEY U CHECKED bA HAROLD K CONDO DATE 0 OCTOBER 14 2003 H o Gd AS NOTED '� c WPC -0301 OR PLUWBM FLOPLAN U F -i - SOX HANW cu SYMBOL LEGBC AM NOTES SHEET 0 O CJ 'd O C 6d -�-a ® co O ci 4-4bi 0 co co 1+1 V 1 E° O cd c0 ��90 � C14 1 ® ® V T0d v1� ren REVISIONS DRAWN MICHAEL CAUSEY CHECKED HAROLD K CONDO DATE OCTOBER 14 2003 SCALE AS NOTED PROJECT NO. WPC -0301 OR PLUWBM FLOPLAN - SOX HANW SYMBOL LEGBC AM NOTES SHEET THIS NIATERIAL WAS EYTRAC:'I'1?D BY 3M FIRE: PROTECTION PRODUCTS, FROM THE 2002 EDITION OF THE UL FIRE RESISTANCE DIRECTORY SYSTEM NO. W -L-1001 (FORMERLY SYSTEM NO.14 F RATING --1, 2, 3, AND 4 HR (SEE ITEMS 2 AND 3) T RATINGS4,1, 2, 3, AND 4 FIR (SEE ITEM 3) L RATING AT AMBIENT --LESS THAN 1 CFM/sq £t L RATING AT 4000 F --LESS THAN 1 CFM/sq ft L -.--A SECTION A -A 1. WallAssembly -The 1, 2,3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be consttucted of the matetUs and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studls to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in, lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in, deep channels spaced max 24 in, OC. B. Gypsum Board* - Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in. 2. Pipe or Conduit - Nom 12 in, diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam 1(or smaller') steel conduit, nom 4 in, diam (or smaller) steel electrical metallic tubing, nom 6 in, diam (or smaller) Type L or (or heavier) copper Tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max F Rating of firestop system (Item 3) is 2 h. steel pipes or conduits larger than nom 4 in, diam may only be used in walls constructed using steel channel studs.A max of one pipe or conduit is permitted in the firestop system. pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. FiU Void or Cavity Material* - Caulk - Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table.'ihe hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall- assembly in which it is installed, as tabulated below: Max Pipe or Conduit Dia In. Annular Space In, F Rating Ht T Rating Hr 1 0to316 1or2 0,1012 1 14to12 3or4 3or4 4 0 to 1-1/2 1 or 2 0 6 1/4 to 1/2 3 or 4 0 12 3/16 to 3/8 1 or 2 0 + When copper pipe is used, T ].rating is 0 h. MINNESOTA MINING & MFG CO - CP 25WB+, * Beating the UL Classification Marking :ONSULT CURRENT UNDE=RWRITERS LABORATORIES "FnRE RESISTANCE DIRECTORY" FOR DETAII-S. All statements, technical information and recommendations contained herein are based on tests we believe to be reliable, however, since the conditions of use and application are beyond our control, 3M shall no t be liable for any damage, direct or consequential, resulting front the use ofthis; material or design . Ws only wairiany shallbe to replace any ofourptoducts PAGE UL SYSTFNI NO. OF 1 7 77 W L_ l OO proved to be defective. 1 3M Fire Protection Products NOT FOR CONSTRUCTION DOCUMENT, NOTE: THE CONTRACTOR 15 INSTRUCTED THAT ALL OF THE ELECTRICAL DEVICES WITHIN THE AIRCRAFT HANGARS OF THI5 BUILDING WILL BE MOUNTED AT A MINIMUM OF FORTY-EIGHT INCHES (48') ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE DEVICE UNLESS NOTED OTHERWISE ON THIS DRAWING. THIS INCLUDES THE RECEPTACLES, PUSHBUTTONS; DISCONNECT SWITCHES AND LIGHT SWITCHES. THE ELECTRICAL. CONTRACTOR SHALL GROUP ALL ELECTRICAL CONDUITS NEATLY TOGETHER ON TRAPEZE RACKS WHERE POSSIBLE AND HOLD AS TIGHT TO THE BOTTOM OF THE ROOF STRUCTURE AS POSSIBLE. ALL RECEPTACLE CONDUITS SHALL BE ROUTED BELOW THE FLOOR AND UP IN THE WALL TO AVOID PENETRATING THE FIRE RATED WALL WITH THE CONDUIT. WHERE AN ELECTRICAL CONDUIT PENETRATES A FIRE RATED WALL, THE ELECTRICAL CONTRACTOR SHALL SEALED THE PENETRATION IN ACCORDANCE WITH THE REQUIREMENTS OF UL, SYSTEM No. W -L 1 l OF THE 2003 FIRE RESISTANCE DIRECTORY. AVOID AS MANY PENETRATIONS AS POSSIBLE. ELECTRICAL FLOOR PLAN NOTES O PROVIDE A SURFACE MOUNTED WALL OUTLET BOX WITH ROTARY TIME SWITCH AS NOTED. PROVIDE A 120 VOLT, 20 AMP, COMMERCIAL TIMER WITH AUTOMATIC SHUT- OFF, EQUAL TO ENDERMATIC OFD&OMWC. MOUNT THE OUTLET BOX AT FORTY-EIGHT INCHES (489 ABOVE FINISHED FLOOR TO THE BOTTOM. TYPICAL FOR EIGHT (S) OUTLET BOXES AND TIMER SWITCHES, THIS BUILDING. LOCATE T14I5 SWITCH IN THE SAME WALL OUTLET BOX AS THE DUPLEX RECEPTACLE AND PROVIDE A. COMMON COVER PLATE FOR BOTH DEVICES. O2 PROPOSED LOCATION OF.THE TWO (2) HORSEPOWER, 220 VOLT MOTOR AND CONTROLLER FOR OPERATION OF OVERHEAD HANGAR DOOR TYPICAL OF EIGHT (8) UNITS THIS BUILDING. O PROVIDE, INSTALL AND CONNECT A 240 VOLT, N.F., NEMA 1, 5M, 30 AMP DISCONNECT SWITCH AND FLEXIBLE CONNECTION TO OVERHEAD HANGAR DOOR MOTOR SURFACE MOUNT THE DISCONNECT SWITCH AT 51X FEET (V-0') ABOVE FINISHED FLOOR TO BOTTOM OF THE ENCLOSURE. TYPICAL OF EIGHT (5) DISCONNECTS THIS BUILDING. ROUTE A THREE-QUARTER INCH CONDUIT WITH THREE (3) 10 THWN, CU. TO THE PANEL A5 NOTED. 4O PROPOSED LOCATION OF THE NEW PANEL FOR THIS BUILDING: THIS PANEL SHALL BE SURFACE MOUNTED ON THE EXTERIOR OF THE BUILDING AND $HALL BE PROVIDED WITH A NEMA 3R ENCLOSURE. REFER TO THE CORRESPONDING PANEL SCHEDULE FOR LOAD AND EQUIPMENT INFORMATION. V LOCATE THIS WALL MOUNTED LIGHT FIXTURE ABOVE THE PANEL FOR SERVICE WHEN REQUIRED. MINIMUM MOUNTING HEIGHT SHALL BE TEN FEET (101-09 ABOVE THE FINISHED GRADE. THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A PHOTOCELL FOR CONTROL OF THIS FIXTURE. MOUNT THE PHOTOCELL IN A FLUSH MOUNTED WALL OUTLET BOX JUST ABOVE THIS FIXTURE. a ROUTE THREE (3)12 THWN, CU., IN A ONE-HALF INCH (1/2') CONDUIT TO PANEL A$ NOTED FOR CONNECTION OF TAXIWAY FLOOD LIGHT, PROPOSED LOCATION OF THE EXTERIOR TAXIWAY FLOOD LIGHT FIXTURE, MOUNT THIS FIXTURE AS HIGH AS POSSIBLE ON THE WALL. VERIFY THE EXACT LOCATION AND MOUNTING HEIGHT WITH THE OWNER PRIOR TO INSTALLATION, wl i-_.., ¢ 3 I 7 SANE)_ 'SBI' 14 581-25 581'2 alt, I ' - j(~� ��% 1 i 581-26 & I & I i i - - � I I � _ :_._, ...,.._,.,., .�......w..,,,..._�, ..._, �___ .,.....,�...._...,__� ...� __......_.. w._....._ ..__. -w ... ........... .......... ..... . �..� 1..... ..w.......,_......._.._.., ...�..,..� . ,..,- ,.,.-..w,_...,,- M..._,.. �w. _..._ ....� ..... ,,.w ._,...._.. w........ -._., --_.i -.,,. _... �__. w,., w_........._..�.-.,....._,,,-_...........,-..._.., �.�, ,.,....M.� .._._ .-,.. ,_,.....,� ...,...._.,, -_.._ ...�.. -w� ..,._ -,_.,I =.„_ ; ELECTRICAL FLOOR PLAN -SMALL BOX HANGAR SCALE 1/8' = 1'-0' iME��r�19 _ tom'-, cobA° ti U ~ O ARCHITECT AR0007981 °c cr ARCHITECTURE N C” CONSTRUCTION ADIsiINL MT[ON CONSULTANT ,y 0 P.O. BOX 661227 ORLANDO, FLORIDA 32868 t) 407 898-6854 407 898-7992 FAX CU ci 4 co f'�1 0 O c C*04 ,�{{ Ly-i°-� V GASbA � Amo 0 A �dp��z x m 'I d t t v LL .-, v,�R�aa.E°�n O N tom'-, cobA° bet? ~ O °c cr N C” ,y 0 t) CU r- co f'�1 0 O ,�{{ Ly-i°-� V GASbA C Cd m 0 LL O O Cd 41 4- O l.Y O �� V V tY] C) iii H .� er—IV. 0 v A4 P -41O O UJ V] O G O s REVISIONS a YN L 7 Y C71 U i W v - O m fl. O a m Z m O ,i C m C O O i m . M DRAWN AMY HOLLOWAY CHECKED m HAROLD H° CONDO DATE OCTOBER 14, 2003 ® SCALE AS (VOTED h PROJECT NO. WPC -0301 a FLOOR PLAN — Y SMALL BOX ' HAN M AM NOTES W SHEET oL) I E-1 3 O A t a N t v t Q x Y 0 W v-. 0 G m w c 0 v c m 3 m I N N i a x m m z 0 r 3 c m 7 O 0 'a N .o O v w` - O L b N C ID m a: C9 C W a m CL i A C Q N Of C a -v an QD QD _r c 0 v 0 c v ro 0 c. v [a. s L Q _A C Q 'q a rn a 'a c a ,-. U. u L s ai u. W. w O 0 m a 0. i. m t m O w c. m c 0 u d m r a 0 c m E v 0 w m t r a a Y N h Y V o� W 'O� h KURITZFT REVISIONS 3 O A t a N t v t Q x Y 0 W v-. 0 G m w c 0 v c m 3 m I N N i a x m m z 0 r 3 c m 7 O 0 'a N .o O v w` - O L b N C ID m a: C9 C W a m CL i A C Q N Of C a -v an QD QD _r c 0 v 0 c v ro 0 c. v [a. s L Q _A C Q 'q a rn a 'a c a ,-. U. u L s ai u. W. w O 0 m a 0. i. m t m O w c. m c 0 u d m r a 0 c m E v 0 w m t r a a Y N h Y V o� W 'O� ERIC D. ARCHITECT KURITZFT REVISIONS AR0007981 ARCHrUCTURE CONSTRUCTION ADIUNUMT10N CONSULTANT P.O. BOX 581227 ORLANDO, FLORIDA 32858 407 898-8854 407 888-7992 FAX ci oo" cl .H ti a �om o U co to ho ;g,,= - � m O c c O udcc Z A Aar iz•J 0 d is m a a m4 0 oz 0 V lco CHECKED HAROLD R CONDO Aul .E i DATE OCTOBER 14, 2003 � U b bA SHEET A~' o G� ri U �1 O rl o C.� 'd N co bl O � � C O b bA Co co (� P' �0 cd Q �t Qr o Q cf) U) REVISIONS DRAWN AMY HOLLOWAY CHECKED HAROLD R CONDO DATE OCTOBER 14, 2003 SCALE AS NOTED PROJECT NO. WPC -0301 ��11 F"�� NO DIA NOMS PwANL'L�/3C -iEDI.jLES DULE SCHEDULE SHEET 3 0 m m } _N x U 'c W 4. O c m N c O v 103 e t 3 m N Nm G a x m m s 0 t 3 c m E u 0 0 c 0 a u M 0 E I- 0 ffic 0 N �m Ix N A V I L A c Q N C1 m N m t 0 0 0 0 c mi. CL v u m a f/1 S O C a CD an cn v c a u r s v x 0 U W v�. O 4 p - n s m 0 u� c m c 0 0 .c �a c 0 s m E a U 0 m N m t r U W i-� S U a. a Nd N x U oz W LN 7 .7 rDRAWTN HOLLOWAY cn co D H° CONDO 3 0 m m } _N x U 'c W 4. O c m N c O v 103 e t 3 m N Nm G a x m m s 0 t 3 c m E u 0 0 c 0 a u M 0 E I- 0 ffic 0 N �m Ix N A V I L A c Q N C1 m N m t 0 0 0 0 c mi. CL v u m a f/1 S O C a CD an cn v c a u r s v x 0 U W v�. O 4 p - n s m 0 u� c m c 0 0 .c �a c 0 s m E a U 0 m N m t r U W i-� S U a. a Nd N x U oz W LN GWPP- rDRAWTN HOLLOWAY cn co D H° CONDO AdQUITEUT U L bA SCALE AS NOTED AR0007981 PROJECT NO. WPC -0301 0 lVA S ARCHITECTURE O CONSPRUMON ADUROS RATION CONSULTANT c P.O. BOX 581227 ORLANDO, FLORIDA 32858 F"1 407 898-8854 W 447 898-7992 FAX ci X L- U u0 co � kO co q 0,-f i- ; c cc0z 9 m l Z u �a , A v H a 4 a mO a Z O U v,ccRa4,t=E+ vi rDRAWTN HOLLOWAY cn co D H° CONDO U L bA SCALE AS NOTED PROJECT NO. WPC -0301 0 lVA S O c F"1 W V fryhryi�� W cd .� O cz O cd 4-4 tw dco Oss....11 V ti 0 co 61. CZ, O O U1 cn REVISIONS rDRAWTN HOLLOWAY D H° CONDO DATE OCTOBER 14, 2003 SCALE AS NOTED PROJECT NO. WPC -0301 lVA S SHEET MASTER ELECTRICAL SITE PLAN - POWER NOTES 0 PROPOSED LOCATION FOR PAP MOUNTED TRANSFORMER No. I (T-1), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE SHALL BE HANGARS AS NOTED. THE EXACT TRANSFOR!"IER.61ZE AND LOCATION DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE -CORPORATE HANGAR. BUILDING' DRAWIN636 FOR. THE,PANEL LOCATIONS AND THE PANEL LOAD INFOWATION, 0 PROPOSED LOCATION FOR PAID 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 517-E AND LOCATION $H44,L BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE 'CORPORATE HANGAR BUILDING.' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION, OD LOCATION FOP, PAD MOUNTED TRANSFORMER No. 3 (T-3), WHICH WILL wovolc)v THE 120/240 VOLT, $INGLE W PHASE, THREE (3) WIRE POWER FOR THE LARGE BOX, SMALL BOX, LARGE 'T' AND SMALL 'T' HANGARS AS NOTED, THE EXACT TRANSFORMER sizE: AND LOCATION SHALL BE DETERMINED , BY FLORIDA POWER A LIGHT REFER JQ. THE RESPECTIVE 'HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE .PANEL LOAD INFORMATION;. 0 PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.4 (T-4), 041CHALL, PROVIDE THE 120/240 VOLT, SINGLE(]) PHASE, THREE (3) WIRE POWER FOR THE 'PUTUR5 CORPORATE HANGARS. THIS TRANSFORMER6PALLiB.rz,,UsEp FOR THE '5454,,3455,3464.AND 3465 BEAR0ALL;4vENuE0UIL0iw,:6. OPROPOSED LOCATION FOR FUTURE PAP MOUNTED TRANSFORMER No;'*(T-5), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRAN$FORMER. $HALL , 5E USED FOR THE 34510, 34r,1,3450, 345% 3460, 3461,3462 AV� '40,15EARDALL NiJe.5UJLPIws- PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.'(o (T-6), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE HANGARS. THIS TRAN6FOWER SHALL BE USED ";tHE,UNIT6 IN TME 'E' AND T' DUILDING5. KDPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 1 (T-1), Wick WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIFE POWER FR O THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL. BE USED FOR HE 3466, 341, 3416,3411, 3418 AND 3419 15EAR04LAVENUE BUILDINGS. PROPOSED, LOCATION FOR FUTURE PAP MOUNTED TRANSFORMER No. 8 (T-6), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE .(I) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE, HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3466, 349, 3410, 3471, 3412, 3413, 3414 AND 3415 5EAfRoALL'AvENUE BUILDINGS. (PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. IB (T -IB), D,U41CH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR tPE3480, 3481,3462 AND 345.3 5EARDALL AVENUE BUILDINGS. ila PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 10 (T-10), WHICH WILL PROVIDE THE. 120/240 VOLT, 5INGLE, (1) PHASE, THREE (3) WIRE POWER 'FOR THE FUTURE HANGARS. THIS TRANSFORMER SHALL BE USED .FOR THE UNITS IN THE V, V AND V BUILDINGS: iI THE ELECTRICAL r CONTRACTOR SHALL PROVIDE, INSTALL AND comEcT A CAST OUTLET BOX AND WEATHER-PROOF FLEXIBLE CONNECTION TO. THE OWNERS SIGN.. COORDINATE A REQUIREMENTS WITH THE OWNERS A THREE-QUARTER INCH (3/4') EL AS NOTED THESE CIRCUITS THE ELECTRICAL jAC ERMATIC Or,4321C AT THE PANEL. . 12 THE ELECTRICAL CONTRACTOR SHALL PROVIDE TWO INCH (29 CONDUIT s.Tu5BrzD 4E BUILDING As .,,OUT, OF THE TRANSFORMER FOR FUTURE CONNECTION OF THE NOTED. PROVIDE' A METAL STAKE TO IDENTIFY THE LOCATION 012THIS C"ult.AR0 CAP BOTH ENDS OF THE CONDUIT TO PREVENT WATER INTRUSION. D13��!,,,:T4UNDEIRGROUNP PRIMARY ELECTRICAL CONDUIT Is swom Foi�.-wEReNcr:. ONLY is Not INTENDED TO REPRESENT THE ACTUAL, CONDUIT ANDROUTING. THE 'ACTUAL PRIMARY UNDERGROUND CONDUITS SHALL,5 DESIGNED AND IRaTALLER BY FLORIDA POWER AND LIGHT. G14,� THERE ARE SOME MODIFICATIONS. TO THE TAXIWAY LlI.G4'TlWa NAT,I)ILL BE " REQUIRED DURING THIS CONSTRUCTION, THIS ELECTRIC -,AL CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE. MODIFIED TAXIWAY. LIGHTING WHICH WILL BE REQUIRED. THE_AIWORT AUTHORITY WILL PROVIDEALL. ppasi'AND CONSTRUCTION NECESSARY TO ADD OR f;ZELOC,4.T,rz,*Ht.TAxIWAY,LIGHTIW As REQUIRED, 15 THE. ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION TO THE: PACKAGED 'LIFT STATION' AS REQUIRED, REFER TO THE PROJECT CIVIL DRAWINGS FOR THE EXACT LOCATION OF THE LIFT STATION AND THE.PUMP REQUIREMENTS, PROVIDE A SIXTY AMP (60 A), 240 VOLT, 2.WIRE, 6/N, NEMA 3R, RZ15LE DISCONNECT SWITCH AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE, LIFT STATION CONTROLLER As REQUIRED. ROUTE A ONE AND ONE-QUARTER INC 11-1/4') CONDUIT, WITH THREE (3) 04 THUN, CU, AND ONE, (1) % THLK CU., GROUND TO THE TRANSFORMER AS NOTED. REFER TO THE 'POWER RISER DIAGRAM - SANITARY LIFT STATION' FORADDITIONAL INFORMATION. (1,6')7HE ELECTRICAL CONTRACTOR SHALL FRoviprz A ONE AND ONE-QUARTER INCH 071/49 CONDUIT FROM PANEL 'LBAI' TO A POINT EAST OF THE LARGE BOX BUILDING AS NOTED FOR FUTURE INSTALLAM OF PANEL 'LI5A2'4HIC-H WILL SERVE THE GAS ISLAND WWeN IT 16 INSTALLED. CAP THE CONDUIT AND LABEL BOTH ENDS, Z 14 - I I L)WINC-1 F'HAM IA) DURING PHASE IA) TO TRANSFORMER No, I (T-1) GI -33 _U -P- I I$ ® $ I STREET ADDRESS FT (TYPICAL FOR THE CORPORATE HANGARS ONLY) F -1 J_ -442 F3 3 _j V4 6 _� It _j D -4--f-11 E,3 F I r 1 L__j rol L__j I ----i 1 0 pn,a -all Vl� I J2,_� jr!n, 1 0 r fi 4 c PANEL 'Cl 0 (AND 'C2) k -0 F -4-j-'31 F 5_45__�j 11 - - ­ - it --1 5-4-6-4 m. F34-4-31 -4--5-211 r. 'CORPORATE' HANGARF3 (BUILDING TYPE 3, TYPIC:AL OF I THIS PHASE. THIS H 4NGAR 16 FOR .ODELL) �4�4I' r3_45711 _j _j _j Arc 5-4-1-51 ;E PANEL Ic;31 R -NI ('C4' FUTURE) ------- N •4-1 r ;+ E J 3481 -- 0 45 1 1 1 t- V F3 -4E-1 11 -4-6-21 V4_61 F-3-4-1-4-1 I I F3 1111FORMER No. 2 (T-2) - F T�ANSFOWER No. 5 (T j) I ��Tf;i6NSFORIIER No. a (T4) 13 1 IY44 HANGAR - 'CORPORATE i ­( I (NPT INSTALLED PURIW_�. (N fl -1 I I I_ STA J' rr PURI 4. 6,,m OT I LF D -----I:�URING PHA6 IA) PH (BUILDING TYPE 1, TYPIC4L r �RING 4 IA) OF 2 THIS PHASE) 0 PANEL 'Cl'RT I i s' F ® 6 i t i I (AND 'CV) 5-4-4-4 F3_4_4_�� T"sFoRmER No. �a (T-� E __4 (N INSTALLED DURI?dr4 -4621 L V45 it V4-1- -4 F34131 F3 0 I I D�RiING PHASE IA) 911 1 1 1 1 __ DO I I l- � IV-, I- I I 1 .1 1 'R z __j I �qv 't �j 1+ -4 PANEL 'Cr7' Ld _45 F3-4-1-21 NOTE: REFER TO 'ENLAR3EP PLAN No. ? OCIV FUTURE) FOR ADDITIONAL WOWlN T1416 AREA F F4 .2 (ONLY ONE (1) IN z 0 z Ld LC I ; j :1 FUTURE GATE No. I (G -I) I GATE No, 2 (G-2 (G 'CORPORATE' HANGAR F _P_ _j F -A (BUILDING TYPE.2,,TYPICAL OF I TH15 PHASE) I= I 1 I 1 FUTUR EMBE mumm IC, I RREE 'a I RMJFE ",r) fla (FOUTIM RR I`__ mumm, t, V muVw I mum 0 1--7 1 1 _j r I I I I ILL -4 I L L__Ii.J cx N Li .2 " lro Fc --&-I -A q_ -1 _j L.j L-1 J 0 []l::5: _Dl A-1 A-2 E A-- 27 11 A Ff E -a- 1 P Fc1 l d 1 1 0 1 1! } 1-11 0 A-3 A-4 9-1 12 7RAN5041IEPR.No!l(T 1 11 1 1 ING, 1_4 1 1 1 1 1 (NOT INSI1_1_ D DUR DURING IA)' T ® FA_- 761 1 _j 1..._... -r} PANEL 'L I' Fc -D-311 TRANSFO r:RNo. (o(Tr -(o) (NOT IN�TALLED DURI�G 11-541 (AND 'LT: i *41ER N. 3 (T-3) -FANWEL !T3' 71 DURIWjjPHA6E IA) I (AND '6 4 PANEL Fc; _jpj�!F5, 4ffm ILTV 5-D-31 j --I I AE -51 FA F w FB-- 1-41 L FA---Zjl 9701 lzc� - �lsr-j r -,-j r- J -1-A ix !!, I i i t i 1 L __ 1 i i i t f i p� 1 { t 1 1 I I Lw I I i 1. 0. 55-E-11-1-1 0 4= r -I r FA -7111 F r- I A-71-2FI -1 i3-18- _ -1 L L _J_ J 19 1 1 r r os l_J A-- 1-4-1 11 FA -71-31 F -4 1 1 11 1 J L ERIC D. ARCHI'FECT RMIMY tr MASTER ELECTRICAL SITE PLAN - POWER NOTES 0 PROPOSED LOCATION FOR PAP MOUNTED TRANSFORMER No. I (T-1), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE SHALL BE HANGARS AS NOTED. THE EXACT TRANSFOR!"IER.61ZE AND LOCATION DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE -CORPORATE HANGAR. BUILDING' DRAWIN636 FOR. THE,PANEL LOCATIONS AND THE PANEL LOAD INFOWATION, 0 PROPOSED LOCATION FOR PAID 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 517-E AND LOCATION $H44,L BE DETERMINED BY FLORIDA POWER AND LIGHT. REFER TO THE RESPECTIVE 'CORPORATE HANGAR BUILDING.' DRAWINGS FOR THE PANEL LOCATIONS AND THE PANEL LOAD INFORMATION, OD LOCATION FOP, PAD MOUNTED TRANSFORMER No. 3 (T-3), WHICH WILL wovolc)v THE 120/240 VOLT, $INGLE W PHASE, THREE (3) WIRE POWER FOR THE LARGE BOX, SMALL BOX, LARGE 'T' AND SMALL 'T' HANGARS AS NOTED, THE EXACT TRANSFORMER sizE: AND LOCATION SHALL BE DETERMINED , BY FLORIDA POWER A LIGHT REFER JQ. THE RESPECTIVE 'HANGAR BUILDING' DRAWINGS FOR THE PANEL LOCATIONS AND THE .PANEL LOAD INFORMATION;. 0 PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.4 (T-4), 041CHALL, PROVIDE THE 120/240 VOLT, SINGLE(]) PHASE, THREE (3) WIRE POWER FOR THE 'PUTUR5 CORPORATE HANGARS. THIS TRANSFORMER6PALLiB.rz,,UsEp FOR THE '5454,,3455,3464.AND 3465 BEAR0ALL;4vENuE0UIL0iw,:6. OPROPOSED LOCATION FOR FUTURE PAP MOUNTED TRANSFORMER No;'*(T-5), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRAN$FORMER. $HALL , 5E USED FOR THE 34510, 34r,1,3450, 345% 3460, 3461,3462 AV� '40,15EARDALL NiJe.5UJLPIws- PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No.'(o (T-6), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE HANGARS. THIS TRAN6FOWER SHALL BE USED ";tHE,UNIT6 IN TME 'E' AND T' DUILDING5. KDPROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 1 (T-1), Wick WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIFE POWER FR O THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL. BE USED FOR HE 3466, 341, 3416,3411, 3418 AND 3419 15EAR04LAVENUE BUILDINGS. PROPOSED, LOCATION FOR FUTURE PAP MOUNTED TRANSFORMER No. 8 (T-6), WHICH WILL PROVIDE THE 120/240 VOLT, SINGLE .(I) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE, HANGARS. THIS TRANSFORMER SHALL BE USED FOR THE 3466, 349, 3410, 3471, 3412, 3413, 3414 AND 3415 5EAfRoALL'AvENUE BUILDINGS. (PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. IB (T -IB), D,U41CH WILL PROVIDE THE 120/240 VOLT, SINGLE (1) PHASE, THREE (3) WIRE POWER FOR THE FUTURE CORPORATE HANGARS. THIS TRANSFORMER SHALL BE USED FOR tPE3480, 3481,3462 AND 345.3 5EARDALL AVENUE BUILDINGS. ila PROPOSED LOCATION FOR FUTURE PAD MOUNTED TRANSFORMER No. 10 (T-10), WHICH WILL PROVIDE THE. 120/240 VOLT, 5INGLE, (1) PHASE, THREE (3) WIRE POWER 'FOR THE FUTURE HANGARS. THIS TRANSFORMER SHALL BE USED .FOR THE UNITS IN THE V, V AND V BUILDINGS: iI THE ELECTRICAL r CONTRACTOR SHALL PROVIDE, INSTALL AND comEcT A CAST OUTLET BOX AND WEATHER-PROOF FLEXIBLE CONNECTION TO. THE OWNERS SIGN.. COORDINATE A REQUIREMENTS WITH THE OWNERS A THREE-QUARTER INCH (3/4') EL AS NOTED THESE CIRCUITS THE ELECTRICAL jAC ERMATIC Or,4321C AT THE PANEL. . 12 THE ELECTRICAL CONTRACTOR SHALL PROVIDE TWO INCH (29 CONDUIT s.Tu5BrzD 4E BUILDING As .,,OUT, OF THE TRANSFORMER FOR FUTURE CONNECTION OF THE NOTED. PROVIDE' A METAL STAKE TO IDENTIFY THE LOCATION 012THIS C"ult.AR0 CAP BOTH ENDS OF THE CONDUIT TO PREVENT WATER INTRUSION. D13��!,,,:T4UNDEIRGROUNP PRIMARY ELECTRICAL CONDUIT Is swom Foi�.-wEReNcr:. ONLY is Not INTENDED TO REPRESENT THE ACTUAL, CONDUIT ANDROUTING. THE 'ACTUAL PRIMARY UNDERGROUND CONDUITS SHALL,5 DESIGNED AND IRaTALLER BY FLORIDA POWER AND LIGHT. G14,� THERE ARE SOME MODIFICATIONS. TO THE TAXIWAY LlI.G4'TlWa NAT,I)ILL BE " REQUIRED DURING THIS CONSTRUCTION, THIS ELECTRIC -,AL CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE. MODIFIED TAXIWAY. LIGHTING WHICH WILL BE REQUIRED. THE_AIWORT AUTHORITY WILL PROVIDEALL. ppasi'AND CONSTRUCTION NECESSARY TO ADD OR f;ZELOC,4.T,rz,*Ht.TAxIWAY,LIGHTIW As REQUIRED, 15 THE. ELECTRICAL CONTRACTOR SHALL PROVIDE CONNECTION TO THE: PACKAGED 'LIFT STATION' AS REQUIRED, REFER TO THE PROJECT CIVIL DRAWINGS FOR THE EXACT LOCATION OF THE LIFT STATION AND THE.PUMP REQUIREMENTS, PROVIDE A SIXTY AMP (60 A), 240 VOLT, 2.WIRE, 6/N, NEMA 3R, RZ15LE DISCONNECT SWITCH AND WEATHER-PROOF FLEXIBLE CONNECTION TO THE, LIFT STATION CONTROLLER As REQUIRED. ROUTE A ONE AND ONE-QUARTER INC 11-1/4') CONDUIT, WITH THREE (3) 04 THUN, CU, AND ONE, (1) % THLK CU., GROUND TO THE TRANSFORMER AS NOTED. REFER TO THE 'POWER RISER DIAGRAM - SANITARY LIFT STATION' FORADDITIONAL INFORMATION. (1,6')7HE ELECTRICAL CONTRACTOR SHALL FRoviprz A ONE AND ONE-QUARTER INCH 071/49 CONDUIT FROM PANEL 'LBAI' TO A POINT EAST OF THE LARGE BOX BUILDING AS NOTED FOR FUTURE INSTALLAM OF PANEL 'LI5A2'4HIC-H WILL SERVE THE GAS ISLAND WWeN IT 16 INSTALLED. CAP THE CONDUIT AND LABEL BOTH ENDS, Z 14 - I I L)WINC-1 F'HAM IA) DURING PHASE IA) TO TRANSFORMER No, I (T-1) GI -33 _U -P- I I$ ® $ I STREET ADDRESS FT (TYPICAL FOR THE CORPORATE HANGARS ONLY) F -1 J_ -442 F3 3 _j V4 6 _� It _j D -4--f-11 E,3 F I r 1 L__j rol L__j I ----i 1 0 pn,a -all Vl� I J2,_� jr!n, 1 0 r fi 4 c PANEL 'Cl 0 (AND 'C2) k -0 F -4-j-'31 F 5_45__�j 11 - - ­ - it --1 5-4-6-4 m. F34-4-31 -4--5-211 r. 'CORPORATE' HANGARF3 (BUILDING TYPE 3, TYPIC:AL OF I THIS PHASE. THIS H 4NGAR 16 FOR .ODELL) �4�4I' r3_45711 _j _j _j Arc 5-4-1-51 ;E PANEL Ic;31 R -NI ('C4' FUTURE) ------- N •4-1 r ;+ E J 3481 -- 0 45 1 1 1 t- V F3 -4E-1 11 -4-6-21 V4_61 F-3-4-1-4-1 I I F3 1111FORMER No. 2 (T-2) - F T�ANSFOWER No. 5 (T j) I ��Tf;i6NSFORIIER No. a (T4) 13 1 IY44 HANGAR - 'CORPORATE i ­( I (NPT INSTALLED PURIW_�. (N fl -1 I I I_ STA J' rr PURI 4. 6,,m OT I LF D -----I:�URING PHA6 IA) PH (BUILDING TYPE 1, TYPIC4L r �RING 4 IA) OF 2 THIS PHASE) 0 PANEL 'Cl'RT I i s' F ® 6 i t i I (AND 'CV) 5-4-4-4 F3_4_4_�� T"sFoRmER No. �a (T-� E __4 (N INSTALLED DURI?dr4 -4621 L V45 it V4-1- -4 F34131 F3 0 I I D�RiING PHASE IA) 911 1 1 1 1 __ DO I I l- � IV-, I- I I 1 .1 1 'R z __j I �qv 't �j 1+ -4 PANEL 'Cr7' Ld _45 F3-4-1-21 NOTE: REFER TO 'ENLAR3EP PLAN No. ? OCIV FUTURE) FOR ADDITIONAL WOWlN T1416 AREA F F4 .2 (ONLY ONE (1) IN z 0 z Ld LC I ; j :1 FUTURE GATE No. I (G -I) I GATE No, 2 (G-2 (G 'CORPORATE' HANGAR F _P_ _j F -A (BUILDING TYPE.2,,TYPICAL OF I TH15 PHASE) I= I 1 I 1 FUTUR EMBE mumm IC, I RREE 'a I RMJFE ",r) fla (FOUTIM RR I`__ mumm, t, V muVw I mum 0 1--7 1 1 _j r I I I I ILL -4 I L L__Ii.J cx N Li .2 " lro Fc --&-I -A q_ -1 _j L.j L-1 J 0 []l::5: _Dl A-1 A-2 E A-- 27 11 A Ff E -a- 1 P Fc1 l d 1 1 0 1 1! } 1-11 0 A-3 A-4 9-1 12 7RAN5041IEPR.No!l(T 1 11 1 1 ING, 1_4 1 1 1 1 1 (NOT INSI1_1_ D DUR DURING IA)' T ® FA_- 761 1 _j 1..._... -r} PANEL 'L I' Fc -D-311 TRANSFO r:RNo. (o(Tr -(o) (NOT IN�TALLED DURI�G 11-541 (AND 'LT: i *41ER N. 3 (T-3) -FANWEL !T3' 71 DURIWjjPHA6E IA) I (AND '6 4 PANEL Fc; _jpj�!F5, 4ffm ILTV 5-D-31 j --I I AE -51 FA F w FB-- 1-41 L FA---Zjl 9701 lzc� - �lsr-j r -,-j r- J -1-A ix !!, I i i t i 1 L __ 1 i i i t f i p� 1 { t 1 1 I I Lw I I i 1. 0. 55-E-11-1-1 0 4= r -I r FA -7111 F r- I A-71-2FI -1 i3-18- _ -1 L L _J_ J 19 1 1 r r os l_J A-- 1-4-1 11 FA -71-31 F -4 1 1 11 1 J L LARGE 'T' HANGA SMALL 'T' HAW3A DRAWN (TYPICAL. OF TWO (TYPICAL OF'ONFAW HOLLOWAY(2) IN PHASE IA) (1) IN PHAGE IA) CHECKED FLAFKW H. CONDO E DATE OCTOBER 13 2003 SCALE AS NOTED PROJECT NO. MASTER ELECTRICAL SITE PLAN - POWER v wm--om MASTER ELECTRICAL SITE PLAN - POWER AND NOTES SktET E-1 ERIC D. ARCHI'FECT RMIMY AR0007961 AR CONSTRUCTION ADWR&?Mn0X CONSULTANT P.O. BOX 561227 ORLANDO FLORIDA 32868 407 898-88U 898-68U 407 898-7992 898-7992 FAX 2 4 ���zx A4j 114� QQ 0 N %-0_0 w W PA PR E� rz. Q 0 "..4 0 4 � -I-) 0 Iv0 cd 0 cd rc:1 Q) b M 0 CO 0 4-4 0 0 ro P-41 c U)l REVISIONS LARGE 'T' HANGA SMALL 'T' HAW3A DRAWN (TYPICAL. OF TWO (TYPICAL OF'ONFAW HOLLOWAY(2) IN PHASE IA) (1) IN PHAGE IA) CHECKED FLAFKW H. CONDO E DATE OCTOBER 13 2003 SCALE AS NOTED PROJECT NO. MASTER ELECTRICAL SITE PLAN - POWER v wm--om MASTER ELECTRICAL SITE PLAN - POWER AND NOTES SktET E-1 r 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS NOTES THERE ARE TWO (2) EXISTING FOUR INCH (4') CONDUITS WHICH ARE ROUTED BACK TO THE SANFORD AIRPORT. IT WILL BE THE RESPONSIBILITY OF THE AIRPORT SYSTEMS CONTRACTOR TO EXTEND THESE CONDUITS TO THE NEW GRADE MOUNTED FULL. BOX AS NOTED. THESE CONDUITS WALL BE USED TO INSTALL THE CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEM AND FOR THE ACCESS CONTROL SYSTEM (ACS) CABLES. THE AIRPORT SYSTEMS CONTRACTOR WALL BE RE$PON515LE FOR INSTALLING THE CABLES REQUIRED FOR THE CCTV SY6TE.T1 CAMERAS AT THE NEW GATES AND FOR THE ACS DEVICES. OTHE ELECTRICAL CONTRACTOR WALL PROVIDE AND INSTALL A GRADE MOUNTED FULL BOX UA41CH WALL BE INSTALLED WITH THE TOP OF THE BOX A MINI OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE FULL BOX WALL BE EQUAL TO PEN$ELL PLASTICS 'FEM" $ERIE$ AND WALL BE A MINIMUM OF TWENTY-FOUR ING44ES (24') SQUARE BY TWENTY-FOUR INCHES (24') DEEP. INCREASE THE BOX SIZE AS REQUIRED FOR THE NUMBER OF CABLES 13EM INSTALLED. THE PULL BOX WALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE TIBER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR. ALL FIBER OPTIC, CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER WALL ALSO BE ENGRAVED WITH. *CCTv-P5-I'T0 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 (49 CONDUITS FROM 'CCTV -P5 -I' TO THE MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE CLOSET OF THE PILOTS LOUNGE. REFER TO THE 'IFNLAf;rxE0 ELECTRICAL FLOOR PLAN :-LOUNGE AREA' FOR ADDITIONAL INFORMATION, ONEW MAIN TELEPHONE TERMINAL BOARD LOCATED IN THE UTILITY CLOSET OF THE PILOTS LOUNGE AS NOTED. REFER TO THE 'ENLARGED ELECTRICAL FLOOR PLAN LOUNGE AREA' FOR 7115 SIZING AND ' EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR WALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (39 CONDUITS WITH PULL WIRE. FOR FUTURE INSTALLATION OF THE INSTALILEI) SYSTEM$ (CCTV, Acs, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS. LABEL BOTH ENDS OF THE FULL WIRE. OTHE ELECTRICAL CONTRACTOR WALL PROVIDE AND INSTALL A GRADE MOLANTEo, FULL BOX WHICH WALL BE INSTALLED WITH THE TOP OF THE BOX A MIN": OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE FULL BOX WALL BE EQUAL. To PENSELL PLASTICS 'PEM' SERIES AND WALL BE A MINIMUM OF TWENTY-FOUR: INCHES (241) $=An BY TWENTY-FOUR INCHES (249 DEEP. INCREASE THE Box 61ZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX WALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE T-15ER OPTIC CABLES' AND THE BOX WALL, BE FIELD LOCATED To INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC ..CABLES ENTERIWN AND LEAVING G . THE BOX. THE BOX COVER WALL ALSO BE ENGRAVED WITH 'CCTV-PB4'T6 IDENTIFY THIS BOX: THIS THIS BOX WALL BE LOCATED IN A GRASSED AREA NOT IN THE FAvEr,> AREA. OTHE ELECTRICAL CONTRACTOR WALL PROVIDE AND INSTALL ONE (I? NEW TWO INCH (2') CONDUIT FROM 'CCTV -P5 -2`T0 THE TELEPHONE TERMINAL BOARD IIN61DE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL- FLOOR PLAN - COWORATE HANGAR TYPE 21' FOR ADDITIONAL INFORMATION. PROPOSED LOCATION OF THE NEW TELEPHONE TERMINAL BOARD FOR THE CORPORATE HANGAR BUILDING AS NOTED, TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE 2' FOR TT5 SIZING AND EQUIPMENT REQUIREMENTS. OTHE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ONE (1) NEW TWO INCW (29 C ONQUIT FROM"CCTV-P5-2To A POINT JUST INSIDE OF THE BUILDING AS NOTED, THIS CONDUIT SHALL BE USED FOR FUTURE INSTALLATION OF INSTALLED2 SYSTEMS IN THIS BUILDING. Ita THE ELECTRICAL CONTRACTOR WALL PROVIDE AND INSTALL TWO (2) NEW THREE INCH (3') CONDUITS WITH FULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS. LA45EL BOTH ENDS OF THE FULL WIRE. iI THE ELECTRICAL CONTRACTOR WALL PROVIDE AND INSTALL ONE (1) NEW THREE INCH (39 CONDUIT WITH PULL WIRE FOR FUTURE INSTALLATION OF THE INSTALLED SYSTEMS (CCTV, ACS, IDS, CTV, DATA/TEL) IN THE CORPORATE HANGARS. LA#3EL BOTH ENDS OF THE FULL WIRE. 12 THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL A GRADE MOUINTED, FULL BOX WHICH SHALL BE INSTALLED, WITH THE TOP OF THE BOX A MIN" Of TWO INCHES (29 ABOVE THE FINISHED GRADE. THE PULL BOX SHALL' BE EQUAL To PEN6ELL PLASTICS 'PEM' SERIES AND WALL BE A MINIMUM OF TWENTY-FOUR, INCHES (249 SQUARE BY TWENTY-FOUR INCHES (241) DEEP. INCREASE THE BOX .SIZE AS REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX WALL BE PROVIDED, WITH AN ENGRAVED COVER UA41CH WILL STATE T-15ER OPTIC CABLES' AND THE BOX SHALL BE FIELD LOCATED TO.INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER WALL ALSO BE ENGRAVED WITH 'CCTV -P5-3' TO IDENTIFY THIS BOX, THIS BOX WALL BE LOCATED IN A GRASSED AREA, NOT IN THE PAVED AREA, 13 THE ELECTRICAL CONTRACTOR WALL PROVIDE AND INSTALL A GRADE MOUNITED, FULL BOX WHICH WALL BE INSTALLED WITH THE TOP OF THE BOX A MINIMUM OF TWO INCHES (29 ABOVE THE FINISHED GRADE. THE FULL BOX .SHALL BE EQUAL TO PEN$ELL PLASTIC$ 'PEM' $ERIE$ AND, WALL BE A MINIMUM OF TWENTY-FOUR INCHES (241) SQUARE BY TWENTY-FOUR INCHES (241) DEEP, INCREASE THE BOX SIZE A$ REQUIRED FOR THE NUMBER OF CABLES BEING INSTALLED. THE FULL BOX WALL BE PROVIDED WITH AN ENGRAVED COVER WHICH WILL STATE T-115ER OPTIC CABLES' AND THE BOX WALL BE FIELD LOCATED TO INSURE A MINIMUM BENDING RADIUS FOR ALL FIBER OPTIC CABLES ENTERING AND LEAVING THE BOX. THE BOX COVER WALL ALSO BE ENGRAVED WITH 'Cr -TV -M-41 To IDENTIFY THIS BOX, THIS BOX WALL BE LOCATED INA GRA$6ED AREA NOT IN THE f-AvEp AREA. THE ELECTRICAL CONTRACTOR WALL, PROVIDE AND INSTALL ONE (1) NEW TWO INCH .(2') CONDUIT FROM 'CCTV -PB -3' TO THE TELEPHONE TERMINAL BOARD INSIDE OF THE BUILDING. REFER TO THE 'PARTIAL ELECTRICAL FLOOR PLAN - CORPORATE HANGAR TYPE: -3'FOR ADDITIONAL INFORMATION. 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 TT5 SIZING AND EQUIPMENT REQUIREMENTS, ROUTE A ONE INCH 09 CONDUIT BETWEEN THE TT5 SHOWN AND THE BUILDING NOTED, STUB THE CONDUIT UP AT THE TT5 AND PROVIDE A LABEL ON THE CONDUIT AT BOTH ENDS. STUB THE CONDUIT UP IN A COINER 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. HANGARS LY) 'CORPORATE' HANGAR (BUILDING TYPE 3, TYPI- AL OF I THIS PHASE) r Lu cy- 0 Ld 1,_ LL] to BORATE' HANGAR (BUILDING TYPE 1, TYPI, OF 2 THIS PHASE) LARGE '50X'HAW-iA (ONLY ONE (1) IN PHASE SMALL 'BOX' HANGAR (ONLYONE (1) IN PHASE IA) 2 ------------------ r ------------------- � __ I L ° p ! __ i I r.4ia F34421 34531 -4 �5 r 5 -4 -j -1i T- ----- l�f di 1 � �4& F3-4- j �1 I - 14 L-41 c 5443 r34521 _7 A 12 :TV _3__� CCTVI 1-4 1 1 1 1 V�4 34 7, oll I V4 O-ZiII 5-444 d 7H T- +I 74. i..'JH — — — — — — 1 ­Lp I L 5_4 --- a-11 5�� ( !, 4­4� L :1, 1, 1 � L -------- L P/TV i d ! 9 I I ! ! I i I I I t d ! � ! ! i t j � I I r -i =L ------- V4_4j 4�4 Ll 11 i �_4 " 3482 I I I - -------rf J 6`1 4 Fp Jr 74- 4 I ! !— I 1 ! 9 i !_ i ! I 1 t 1 ;"„d ( I 4L F3-4-1-21 347—A r-4 FUTURE 'HANGAR-- 'CORPOR GATE No. 2 (G-21 GATE No. 3 (G NTE , 1 �/-41 CCTV -PB -2 (BUILDINC- TYPE 2, TYPICAL GATE No. I (G-1) OF I THIS DHASE) C F_U D/Tv I f I RMJFE I I I I I FUTURE 4 r%o I I I I I el. 1 m -mm I ' 'If IFUTIJIFE REL FUTURE 'E' RMM V' FUTLIFE "J'I Ff --------- -BLCDNM mum FE -37-1-1 P/ V Fr_ 1 F5 __3 Lj L J Lj Fc -_6 _j W-41 A _j -- I ` P/Tv T L__j F L I FA_ A-21 OPE-111 Fr-2-Ri D/Tv 0/1) NEE -j FB_- ai I F r W-31 FA_ -_41 I r_4 L -4 1 --- i __ ' d j 1 I E i I p i i i j i i . s I j i � i d d s 1 d I I _L _J_ _j FA- 5-T! FA_ -_6_j EK -111 F62-14-1 Lf: F -j 5-- r— _121 __ ___._� ._. I �- E_- I t r L F _j r - - 4- j rc r -1 Fr--- -2 il 9=9 F- 1— -2 _ r h 'As PA EY BULDNW-) !c, LARGE 'T' HANGAR (TYPICAL OF TWO (2) IN PHASE IA) SMALL 'T' HANGAR (TYPICAL OF ONE (VIN PHASE IA) A-7 A-0FAK-01 ORLANDO, FLORIDA 32856 14,a cm 011011 1101 1114 v VA 'IVA 407 898-6854 89_8-6654 FA_ -_1_I I A-13 FA -71-21 FA ----14-1 __ ___._� ._. I �- E_- I t r L F _j r - - 4- j rc r -1 Fr--- -2 il 9=9 F- 1— -2 _ r h 'As PA EY BULDNW-) !c, LARGE 'T' HANGAR (TYPICAL OF TWO (2) IN PHASE IA) SMALL 'T' HANGAR (TYPICAL OF ONE (VIN PHASE IA) w UASZT1=P w ELFICIMAL SITE PLAN - NWALLM AIV - _'q1%M P.O. BOX 581227 ORLANDO, FLORIDA 32856 14,a cm 011011 1101 1114 v VA 'IVA 407 898-6854 89_8-6654 407 898-7992 898-7992 FAX --N w UASZT1=P w ELFICIMAL SITE PLAN - NWALLM o P.O. BOX 581227 ORLANDO, FLORIDA 32856 407 898-6854 89_8-6654 407 898-7992 898-7992 FAX 4- u 10T E 14 - g 30 o 0, � ,, 'as 0:2 - 0,00 'o 8 Q)co0 - Zo ;-, z 4J 4- 0 pq .41 0 pq o 0 .2 —o co 0 H rx. .2 0 E m .2 .2 0 fo. (_ a. 0 la. co Q) ;k 0 11-4 co A4 10 M 0 0 4-4 cd 0 co 0 0 o k P4 0 0 cf), A REVISIONS ii rn DRAWN AW HOLLOWAY CINIECKED HAROLD H. CONDO E 3 DATE 0 0 "a OCTOBER 13 2= 0 SCALE (A 0 AS NOTED PROJECT NO. vjpf%__(m w UASZT1=P w ELFICIMAL SITE PLAN - NWALLM 4 15 NEW METER ro TRANSFORMER No. I (T -Il 2 n � n POWERr RISER DIAGR r 1m NEW MANUAL TRANSFER SWITCH 9 $ — I SANITARY LIFT STATION I pUPLEX PUMP (2a 3 HP) CONTROLLER Il eW MAIN DISCONNECT 0 I0 - 1FLOOR LIGHT POLE O vq t J iii q 1 1 CONCRETE ISLAND BY 3 GsATE No. 1 (G-1) I. -� GENERAL CONTRACTOR___ \7 a-A TO NEW PANEL 'C5', - _ - _ _ r _ _ _ _� _ _ _ . _ __ _ I I ( . ._ __,a -_ a x CIRCUITS 33:35:37 AND 31 —J e — — — -— — --1= -- — J J 1 - - - - - -- --- �✓ ° v° 10 �t GATE CONTROLLER ...._....^� r' 0 o 8 0 9 � o 0 O L. ✓ 0_ ERIC D. KURITZKY AR0007981 ARCHrrECPURE CONSTRUCTION ADMUT[SnUnON CONSULTANT P.O. BOX 681227 ORLANDO, FLORIDA 32858 407 898-8854 407) 890-7992 FAX cq M�000 0 O 1p b p o�o� 0 ° z •; " I 12i aoi a� W � I 4) w a a app. gmoow vi .4 Y" P. Gw H G:. m 5HOW5 REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. SHOWS REAR STEW OF THE NEW MAIN10I6CONNECT SWITCH FOR PROVIDE NUTS, BOLTS AND LOCK THE LIFT STATION A5 NOTED: WASHERS ON ALL FOUR (4) CORNERS OF THE DEVICE BEING MOUNTED (TYP:) CO O OF T PROVIDE KINDORF CHANNEL A$ is SUPPORT BETWEEN THE NEW METE CONCRETE POSTS, ANCHOR CON THE KINDORF CHANNELS TOOR < THE POSTS WITH ANCHORS p — — I-__ — a ELE< AND BOLTS DRILLED INTO REQ THE 10 0 0 0 0 0 o 0 0 BE CONTPRACTOR SHALL BE ELECTRICAL o °° °, MINIh RESPONSIBLE FOR 51ZING p ( 0 f a HEIG THE RACK FOR ALL OF THEp „� ,d ! ° TO T EQUIPMENT TO BE MOUNTED AND $HALL PROVIDE THE AT. L KINDORF CHANNELS ON THE BOTH SIDES OF THE P05T5 °' a AS REQUIRED. o p 0 ® o o 0 0 0 o o ® 0 ° o L_W • p - Q �' i��! i 1= -1 i i.�! I I =11 i= . •�p b, I I I �I i ISI I l�I! 1-=1! ►--11 I �I 1 I..� I I �I_.�:I 1 I-.==!! IW 4 III��III�III---.--!!I_.I 1-111�ili�lill��ll II,1�11I I!I 111 I I_ IIIA '—III_ -1 11- =� •• 1�-1-.1 {�I 11— ---.III--1 I 1-==1. la. -11 I` Qa III-----� ! I ISI I ISI :: li l I[ III I I ISI I 1-1 I=I 1 I� -1 I I --I I IEI i IH.. -I I IT I I I: =1 I I_- d I I: COMPACT SOIL AROUND CONCRETE POLE BASE SHOWS FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR a. u- , I. n.. Awl ,. AA. I w..,-.-. ALL METALS. TO BE HOT DIPPED GALVANIZED, PRIMED AND PAINTED. TYICAL GRADE MO r,4 (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROL `–COMPACT SOIL AROUND CONCRETE POLE BASE TED RACK DETAIL NO SCALE ENLARGED ELECTRICAL SITE P -.LAN No. 1 NOTES r POWER RISER DIAGRAM- S ANITARY LIFT STATION,ta ° p $, _w. c OI PROVIDE, INSTALL AND CONNECT A THIRTY -AMP (30A), 240 VOLT, 2 WIRE, NEMA 3R OPERATOR. O THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS TO THIS TRANSFORMER F N v. of `4 4 15 NEW METER ro TRANSFORMER No. I (T -Il 2 n � n POWERr RISER DIAGR r 1m NEW MANUAL TRANSFER SWITCH 9 $ — I SANITARY LIFT STATION I pUPLEX PUMP (2a 3 HP) CONTROLLER Il eW MAIN DISCONNECT 0 I0 - 1FLOOR LIGHT POLE O vq t J iii q 1 1 CONCRETE ISLAND BY 3 GsATE No. 1 (G-1) I. -� GENERAL CONTRACTOR___ \7 a-A TO NEW PANEL 'C5', - _ - _ _ r _ _ _ _� _ _ _ . _ __ _ I I ( . ._ __,a -_ a x CIRCUITS 33:35:37 AND 31 —J e — — — -— — --1= -- — J J 1 - - - - - -- --- �✓ ° v° 10 �t GATE CONTROLLER ...._....^� r' 0 o 8 0 9 � o 0 O L. ✓ 0_ ERIC D. KURITZKY AR0007981 ARCHrrECPURE CONSTRUCTION ADMUT[SnUnON CONSULTANT P.O. BOX 681227 ORLANDO, FLORIDA 32858 407 898-8854 407) 890-7992 FAX cq M�000 0 O 1p b p o�o� 0 ° z •; " I 12i aoi a� W � I 4) w a a app. gmoow vi .4 Y" P. Gw H G:. m 5HOW5 REAR VIEW OF THE NEW ELECTRIC METER FOR THE LIFT STATION AS NOTED. SHOWS REAR STEW OF THE NEW MAIN10I6CONNECT SWITCH FOR PROVIDE NUTS, BOLTS AND LOCK THE LIFT STATION A5 NOTED: WASHERS ON ALL FOUR (4) CORNERS OF THE DEVICE BEING MOUNTED (TYP:) CO O OF T PROVIDE KINDORF CHANNEL A$ is SUPPORT BETWEEN THE NEW METE CONCRETE POSTS, ANCHOR CON THE KINDORF CHANNELS TOOR < THE POSTS WITH ANCHORS p — — I-__ — a ELE< AND BOLTS DRILLED INTO REQ THE 10 0 0 0 0 0 o 0 0 BE CONTPRACTOR SHALL BE ELECTRICAL o °° °, MINIh RESPONSIBLE FOR 51ZING p ( 0 f a HEIG THE RACK FOR ALL OF THEp „� ,d ! ° TO T EQUIPMENT TO BE MOUNTED AND $HALL PROVIDE THE AT. L KINDORF CHANNELS ON THE BOTH SIDES OF THE P05T5 °' a AS REQUIRED. o p 0 ® o o 0 0 0 o o ® 0 ° o L_W • p - Q �' i��! i 1= -1 i i.�! I I =11 i= . •�p b, I I I �I i ISI I l�I! 1-=1! ►--11 I �I 1 I..� I I �I_.�:I 1 I-.==!! IW 4 III��III�III---.--!!I_.I 1-111�ili�lill��ll II,1�11I I!I 111 I I_ IIIA '—III_ -1 11- =� •• 1�-1-.1 {�I 11— ---.III--1 I 1-==1. la. -11 I` Qa III-----� ! I ISI I ISI :: li l I[ III I I ISI I 1-1 I=I 1 I� -1 I I --I I IEI i IH.. -I I IT I I I: =1 I I_- d I I: COMPACT SOIL AROUND CONCRETE POLE BASE SHOWS FRONT VIEW OF THE NEW MANUAL TRANSFER SWITCH FOR a. u- , I. n.. Awl ,. AA. I w..,-.-. ALL METALS. TO BE HOT DIPPED GALVANIZED, PRIMED AND PAINTED. TYICAL GRADE MO r,4 (TYPICAL FOR PANEL, DISCONNECT, METER OR CONTROL `–COMPACT SOIL AROUND CONCRETE POLE BASE TED RACK DETAIL NO SCALE ENLARGED ELECTRICAL SITE P -.LAN No. 1 NOTES POWER RISER DIAGRAM- S ANITARY LIFT STATION,ta ° p $, _w. c OI PROVIDE, INSTALL AND CONNECT A THIRTY -AMP (30A), 240 VOLT, 2 WIRE, NEMA 3R OPERATOR. O THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL AND CONNECT THE PRIMARY CONDUIT AND CONDUCTORS TO THIS TRANSFORMER SOLID NEUTRAL (5M), DISCONNECT SWITCH FOR THE HYDRAULIC GATE MOUNT HE DISCONNECTA FABRICATED METAL RACK AND PAINT A$ REQUIRED THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH v. of `4 OWNER BY MR TRACY FOREST, OR AN APPROVED EQUAL OWNER, THE LOCAL POWER COMPANY.g a cd OR JUST ANYONE ,OFF THE STREET. REFER TO THE 'TYPICAL GRADE MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION, ROUTE A WEATHER-PROOF FLEXIBLE 2 THE LOCAL POWER COMPANY, FLORIDA POWER AND LIGHT, WILL PROVIDE, INSTALL o . METALLIC CONDUIT FROM THE DISCONNECT SWITCH TO THE GATE CONTROLLER AND CONNECT THE PAD -MOUNTED TRANSFORMER No. I (T-1),46 NOTED. THE U� , AND PROVIDE CONNECTION TO MOTOR AS REQUIRED. THE TWO C2) POLE, CIRCUIT ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE `o SHALL BE USED FOR THE GATE MOTOR AND THE, (1) POLE CIRCUIT SHALL BE, LOCAL POUTER COMPANY. �.� Q USED TO PROVIDE POWER TO THE,FIBER OPTIC' TRANSMITTER AND THE FLOOD O LIGHT AS NOTED. 3 THE ELECTRICAL. CONTRACTOR SHALL PROVIDE; INSTALL AND CONNECT A NEW ONE 0 – o � 0 AND ONE-QUARTER INCH (1-1/4") CONDUIT WITH THREE (3) 04 THWN, CU. FROM THE v -�' .. O2 ROUTE A ONE AND ONE-QUARTER INCH (1-1/4') CONDUIT WITH FIVE. (5) *10 THWN, TRANSFORMER $ECONDARY.TO THE METER AS NOTED: y cd' Q b CU, AND TWO (2)x'10 THUN, CU. GROUNDS TO THE PANEL A5 NOTED. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA. TFC 4, THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE LOCAL POWER O cam+' ' 4 co INCHES (6'). OW CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY-61XNG E5 3 BEL COMPANY FOR INSTALLATION OF THE NEW METER IF,REQUIRED THE ELECTRICAL a p?, + O .d THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK REFER TO THE PANEL CONTRACTOR SHALL, PROVIDE THE METER BASE: SCHEDULE FOR BREAKER SIZING. THIS PANEL 15 LOCATED AT THE CORPORATE A BUILDING WITH THE 3448/3449 ADDRESS. REFER TO THE 'MASTER R BU L THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE o .HANG ELECTRICAL: SITE PLAN -POWER FOR THE. PANEL LOCATION. ' AND ONE-QUARTER INCH (I-1/4) CONDUIT WITH THREE (3) "4 THWN, CU. AND ONE (1)' 'o THWN, CU., GROUND FROM THE METER TO THE MAIN:DI5CONNECT WITCH AS r REVISIONS PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE LONG RANGE Q NOTED. PROXIMITYCARD READER REFER TO THE POLE MOUNTING AND FABRICATION DETAILS FOR ADDITIONAL INFORMATION. (o ' PROVIDE, INSTALL AND CONNECT A NEW GROUNDING SYSTEM FOR THE SANITARY LIFT STATION AS REQUIRED BY ARTICLE 250 OF THE NATIONAL ELECTRICAL, CODE, 4 PROVIDE AND INSTALL A NEW POLE FOR INSTALLATION OF THE CCTV CAMERA AND O THE GROUNDING CONDUCTOR FROM THE MAIN DISCONNECT AND THE METER SHALL THE FLOOD LIGHT. REFER TO THE POLE MOUNTING AND FABRICATION DETAILS FOR � BE 4 THWN,. COPPER MINIMUM. �c ADDITIONAL INFORMATION I PROVIDE, INSTALL AND CONNECT A NEW MAIN DISCONNECT SWITCH FOR THE ° OOUT A ON -H F INCH (1/2') CONDUIT WITH FOUR (4) 010 THUN CU, FOR POWER ROUTE E AL SANITARY LIFT STATION AS REQUIRED. THE DISCONNECT SWITCH SHALL BE 60 AMP,. FUSIBLE WITH SIXTY AMP CLA55 RK 'FAULT - C . H CONDUIT SHALL BE PVC COATED RIGID STEEL TO THE CAMERA AND LIGHT. t E COND WHERE LOCATED BELOW A TRAFFIC AREA, THE CONDUIT MAY Bir SCHEDULE 40 PVC 240 VOLT; 2 WIRE;: S/N, NEMA 3R, -5, TRAP' FUSES. PROVIDE A ENGRAVED PHENOLIC LABEL ON THE FRONT COYER; 0 IF LOCATED THIRTY-SIX INCHES (369 BELOW THE FINISHED GRADE OR BELOW A ! INDICATING'LIFT STATION MAIN DISCONNECT' IN WHITE LETTERS ON A RED BUILDING OR SIDEWALK BACKGROUND. MOUNT THE DISCONNECT ON A METAL RACK AS REQUIRED ADJACENT TO THE LIFT STATION CONTROLLER REFER TO THE 'TYPICAL GRADE c OROUTE A THREE-QUARTER INCH (3/4') CONDUIT FOR INSTALLATION OF THE FIBER MOUNTED RACK DETAIL' FOR ADDITIONAL INFORMATION, a OPTIC CA5LE(5) BY OTHERS. PROVIDE A PULL -WIRE IN THE CONDUIT. THE CONDUIT SHALL BE PVC COATED RIGID STEEL WHERE LOCATED BELOW A TRAFFIC AREA, THE THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ONE r CONDUIT MAY BE SCHEDULE 40 PVC IF LOCATED THIRTY -51X INCHES (369 BELOW THE FINISHED GRADE OR BELOW A BUILDING OR SIDEWALK. AND ONE-QUARTER INCH (1-1/4") CONDUIT WITH THREE (3) 04 THWN, CU. AND ONE (1) % THWN, CU., GROUND FROM THE MAIN DISCONNECT SWITCH t0 THE MANUAL v TRANSFER $WITCH A5 NOTED. c OROUTE A THREE-QUARTER INCH (3/4) CONDUIT FOR INSTALLATION OF THE ACCE$5 CONTROL SYSTEM (ACS) MULTI -PAIR CABLE(6) BY OTHERS, PROVIDE A PULL -WIRE 9 THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW O MAIN c 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 MANUAL TRANSFER SWITCH ON THE BACK OF THE RACK USED FOR T14E DISCONNECT SWITCH NOTED ABOVE. THE MANUAL TRANSFER SWITCH SHALL BE LOCATED THIRTY-SIX THIRTY-SIX INCHES (36') BELOW THE FINISHED GRADE. OR 13ELOW A L 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 o .� .- BUILDING OR SIDEWALK WHICH WILL BE USED To LOCK THE SWITCH IN EITHER P051TION. DRAWN OAPPROXIMATE LOCATION OF THE IN GROUND, FIBER OPTIC PULL BOX AS NOTED. REFER TO THE 'MASTER ELECTRICAL 51TE PLAN - INSTALLED SYSTEMS' FOR jQj THE ELECTRICAL CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A NEW ° AMY HOLLOYVAY .4 CHECKED ADDITIONAL INFORMATION. SIXTY AMP (60A), 240 VOLT, 2 WIRE, 5/N, TWIST -LOCK RECEPTACLE IN A NEMA 3R BOX WITH AWEATHER-PROOF COVER PLATE. PROVIDE TWIST -LOCK MALE PLUG o p� O9 REFER TO THE 'MASTER ELECTRICAL SITE PLAN - INSTALLED SYSTEMS' FOR CONTINUATION OF THE FIBER OPTIC CONDUITS. 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 DATE 0 OCTOBm 13 2003 ONE-QUARTER INCH (1-1/41) CONDUIT WITH THREE (3)'4 THLN, CU, AND ONE (I) "6 „ SCALE Isa PROVIDE COORDINATION WITH THE INSTALLER OF THE SLIDING CANTILEVERED THWN, CU., GROUND FROM THE RECEPTACLE TO THE TRANSFER SWITCH: m AS NOTIM GATE CONTROLLER FOR ALL CONDUIT 6TU5-UP5. THE CONTROLLER $HALL BEa MOUNTED ON A CONCRETE PAD AND THE ELECTRICAL CONTRACTOR SHALL BE II ROUTE A NEW ONE AND ONE-QUARTER INCH (1-1/4) CONDUIT WITH THREE (3) 4 PROJECT NO. REQUIRED TO ROUTE THE CONDUITS UP AT A SPECIFIC LOCATION. TO MAKE THWN, CU. AND ONE (1) % THWN,,CU., GROUND FROM THE TRANSFER ,%UITCH TO THE LIFT STATION PROVIDE. CDNNEGTION, AS REGtUIRED. I.. CONNECTIONS IN IN THE CONTROLLER ,CONTROLLER:AND s EWLARCdED II THE ELECTRICAL CONTRACTOR SHALL PROVIDE COORDINATION WITH THE GENERAL UM E3 MMA ' CONTRACTOR FOR THE EXACT LOCATION OF ALL CONDUITS, POLE$ AND EQUIPMENT TO BE INSTALLED AT THIS ISLAND. PROVIDE CONDUIT STUB -OUTS FOR - FiM No. ' Wla, ` ALL PEDESTRIAN 54FETY BEAMS AND VEHICLE SAFETY LOOPS TO BE MOUNTED IN MWERFIMM THE GROUND , R ON THE SLIDING CANTILEVERED GATE. COORDINATE WITH THE GATE INSTALLER FOR ALL SPECIFIC EQUIPMENT AND CONNECTION REQUIREMENT$; Ai+T.E Y _ SHEET W # I* I# I# I* I# I# I# DATE 25 JUN 2003 SCALE 1 " = 60' FILE NO. 0301 1 �/ s` M. Russell Davidson, P.E. Florida P.E. No. 31933 i I %i f I SHEET NO. X1 / Z T� ry W z 0 < LLj me O CL w LL. L.L.. OCL � J L� O DATE 25 JUN 2003 SCALE 1 " = 60' FILE NO. 0301 1 �/ s` M. Russell Davidson, P.E. Florida P.E. No. 31933 i I %i f I SHEET NO. X1 / Z T� z 0 < LLj me O CL w LL. L.L.. OCL � J L� O Y— < Z U ® cerin Lu ~ � LL Q LOO Z >-- �- <C U cn O Z Q O DATE 25 JUN 2003 SCALE 1 " = 60' FILE NO. 0301 1 �/ s` M. Russell Davidson, P.E. Florida P.E. No. 31933 i I %i f I SHEET NO. X1 / atl" rico • multi metal distribution I I I I I 1-800-827-8335 f