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4- <br />0 <br />4 <br />IV <br />9G- 1/211 <br />TELLER WINDOW RD INTERIOR ELEVATION <br />NTS <br />ELECTRICAL SCHEDULE <br />CIRCUIT <br />NOMENCLATURE <br />BREAKER <br />WIRE(AMPS) (Cu.)* <br />HVAC <br />12A <br />W/H <br />20 A (1 P) <br />12-2 NM <br />1,2141617A <br />LIGHTING <br />& RECEPTACLES <br />20 A <br />12-2 NM <br />8,9,10.11 A <br />LIGHTING <br />& RECEPTACLES <br />20 A <br />12-2 NM <br />13,14A <br />LIGHTING <br />& RECEPTACLES <br />20 A <br />12-2 NM <br />15A <br />TELLER WINDOW <br />15 A (1 P) <br />14-2 NM <br />5A <br />AHD <br />20 A (1 P) <br />12-2 NM <br />3A <br />REFRIG <br />20 A (1 P) <br />112-2 NM <br />15,16,17A <br />DED RECEPT <br />20 A (1 P) <br />1 12-2 NM <br />ELECTRICAL PANEL SIZING: <br />DESCRIPTION SUBPANEL'A' KVA <br />GENERAL LIGHTING <br />.0035 KW/SF X3115SF X 1.25- 13.63 <br />48 RECEPTS AT 180VA/1000= 8.64 <br />WATER HEATER 1.9X1.25= 2.38 <br />-2 FANS AT .3 KW X 1.25= <br />.75 <br />HVAC --- <br />OTHER TELLER WINDOW & AHD 3.30 <br />OTHER REFRIG 1.00 <br />OTHER QED RECEPT 3X1.5= 4.50 <br />TOTAL -.3-4L20- — <br />TOTAL/240 X TOOO= _142.5 <br />INSTALL 400 - AMP PANEL <br />120/240 V 10 <br />EXCEPT ALL CIRCUITS LOCATED ABOVE THE <br />T-GRID CEILING WILL BE TYPE AC CABLE <br />FIN15MED FLOOR <br />LISTING <br />AGENCY APPROVAL <br />.q These Prints c0mPIY with the Florida <br />Co <br />MsnstruqufActuction red Code Sullandjn� Act efts th7199 <br />adhere e <br />following criteria: <br />DOUBLE MICROLAM BEAM CcnSt. Tyra � <br />IN EACH MODULE Occupancy _Z21 <br />MODULES SHOWN SEPARATED FOR CLARITY Allowable No. <br />of Floors <br />Wind Velocity <br />Fire Ra!jrjg of <br />E�o 'Ovall's <br />SECTION D-D Plan Nn <br />Alt" P!Oor Lead <br />NTSAppr-jv,ji <br />Mani ffant!srar vu <br />AR <br />HWC <br /># 1026 <br />INSTALL DOUBLE 2X8 SYP #3 HEADER AS SHOWN <br />FASTEN OUTSIDE JOIST TO 2X8 FASTENED TO STEEL JOISTS <br />WITH 5-.131*X3" NAILS - FASTEN DOUBLE 2X8 TOGETHER <br />WITH TWO ROWS .131"X3' NAILS 3- D.C. - TYP 2 PLACES <br />(TOP OF 2X8'S TO BE FLUSH W/TOP STEEL JOISTS) <br />INSTALL FLOOR SHEATHING ON STEEL JOISTS & OUTSIDE 2X8 (SHTG NOT SHOWN) <br />INSTALL 2X8 SYP #3 BLOCKING AS SHOWN PER STANDARD SPECS WITH 1/8- GAP BETWEEN SHEATHING AND ACCESS DOOR <br />FASTEN 2X8 TO STEEL JOIST WEB WITH TWO <br />ROWS AEROSMITH .144" DIA X 2" HELICAL SHANK <br />PINS 6* O.C. <br />(TOP OF 2X8 TO BE FLUSH W/TOP STEEL JOIST) <br />MU <br />INSTALL 2 STEEL JOISTS W/STANDARD <br />24" O.C. SPACING WITH THE SOLID WE <br />SIDES OF THE JOISTS FACING EACH 0' <br />TO SUPPORT THE 2X8 BLOCKING <br />10" <br />MIN OPENING WIDTH <br />FLOOR CRAWL 5PACE ACCE55 DOOR CON5TRUCTION <br />CEILING SHEATHING <br />NTS <br />OOD ACCESS DOOR TO HAVE PLYWOOD <br />GRAIN PERPINDICULAR TO STEEL JOISTS <br />ACCESS DOOR TO BE FLOOR FINISH INSTALLED OVER TWO <br />LAYERS 5/8- PLYWOOD STURDIFLOOR, EXP1, 24- D.C. INSTALLED <br />WITH THE FACE GRAIN PERPINDICULAR TO STEEL JOISTS WITH A <br />MINIMUM 1-1/2 INCH BEARING ON ALL SIDES ON 2X8 FRAMING. <br />DOOR SIZE TO EQUAL (ACTUAL OPENING WIDTH + 3-) X 33- WITH <br />THE PLYWOOD LAYERS GLUE/NAILED TOGETHER W/100% PVA GLUE <br />AND 15 GA X 1" STAPLES 4' O.0 IN ALL DIRECTIONS. <br />THE FINISHED INSTALLATION MUST PROVIDE A SMOOTH WALKING <br />SURFACE WITHOUT A TRIPPING HAZARD <br />SITE INSTALL 112' DIA CARRIAGE BOLTS WITH <br />WASHERS & NUTS EACH END 12' O.C. - FILL ALL <br />GAPS AT MATE LINE WITH SOLID SPF SHIMS/BLOCKING <br />BEFORE INSTALLING BOLTS (TYP) - SITE INSTALLED <br />CEILING JOISTS CEILING JOISTS <br />PRECISION MODULAR <br />309 E. 4TH STREET <br />OCILLA, GEORGIA 31774 <br />INSTALL DOUBLE 2X8 SYP #3 HEADER AS SHOWN <br />FASTEN OUTSIDE JOIST TO 2X8 FASTENED TO STEEL JOISTS <br />WITH 5-.131*X3" NAILS - FASTEN DOUBLE 2X8 TOGETHER <br />WITH TWO ROWS .131"X3' NAILS 3- D.C. - TYP 2 PLACES <br />(TOP OF 2X8'S TO BE FLUSH W/TOP STEEL JOISTS) <br />INSTALL FLOOR SHEATHING ON STEEL JOISTS & OUTSIDE 2X8 (SHTG NOT SHOWN) <br />INSTALL 2X8 SYP #3 BLOCKING AS SHOWN PER STANDARD SPECS WITH 1/8- GAP BETWEEN SHEATHING AND ACCESS DOOR <br />FASTEN 2X8 TO STEEL JOIST WEB WITH TWO <br />ROWS AEROSMITH .144" DIA X 2" HELICAL SHANK <br />PINS 6* O.C. <br />(TOP OF 2X8 TO BE FLUSH W/TOP STEEL JOIST) <br />MU <br />INSTALL 2 STEEL JOISTS W/STANDARD <br />24" O.C. SPACING WITH THE SOLID WE <br />SIDES OF THE JOISTS FACING EACH 0' <br />TO SUPPORT THE 2X8 BLOCKING <br />10" <br />MIN OPENING WIDTH <br />FLOOR CRAWL 5PACE ACCE55 DOOR CON5TRUCTION <br />CEILING SHEATHING <br />NTS <br />OOD ACCESS DOOR TO HAVE PLYWOOD <br />GRAIN PERPINDICULAR TO STEEL JOISTS <br />ACCESS DOOR TO BE FLOOR FINISH INSTALLED OVER TWO <br />LAYERS 5/8- PLYWOOD STURDIFLOOR, EXP1, 24- D.C. INSTALLED <br />WITH THE FACE GRAIN PERPINDICULAR TO STEEL JOISTS WITH A <br />MINIMUM 1-1/2 INCH BEARING ON ALL SIDES ON 2X8 FRAMING. <br />DOOR SIZE TO EQUAL (ACTUAL OPENING WIDTH + 3-) X 33- WITH <br />THE PLYWOOD LAYERS GLUE/NAILED TOGETHER W/100% PVA GLUE <br />AND 15 GA X 1" STAPLES 4' O.0 IN ALL DIRECTIONS. <br />THE FINISHED INSTALLATION MUST PROVIDE A SMOOTH WALKING <br />SURFACE WITHOUT A TRIPPING HAZARD <br />SITE INSTALL 112' DIA CARRIAGE BOLTS WITH <br />WASHERS & NUTS EACH END 12' O.C. - FILL ALL <br />GAPS AT MATE LINE WITH SOLID SPF SHIMS/BLOCKING <br />BEFORE INSTALLING BOLTS (TYP) - SITE INSTALLED <br />CEILING JOISTS CEILING JOISTS <br />PRECISION MODULAR <br />309 E. 4TH STREET <br />OCILLA, GEORGIA 31774 <br />L)A I t: 12112107 <br />CODES: FBc <br />LABELS: SEE DWG 1 <br />REVISIONS: <br />DRAWN BY: <br />C.A.Leblanc <br />SCALE: NTS <br />MODEL: COM-5 <br />ELECTRICAL SCHEDULE/DETAILS <br />PLAN NO. <br />PRE- 145 <br />SHEET <br />4 OF 5 <br />WILLIAM J. KALKER, JR., P.E. 33 ROCKWOOD LANE <br />CONSULTING ENGINEER MONROE, CT 06468 <br />P.E. LICENSE *33841 (203) 261-1167 <br />