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2401 Mayport Rd COMM18-0022 dwgs 2�o X x N 0 Q w N N F- LU W U) U W _ V Q w W ly Z _ O N 8. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST ADDITION OF ACI 315, ACI 318, AND CRSI. 2. REINFORCEMENT SHALL HAVE DEFORMED SURFACES IN ACCORDANCE WITH ASTM A615 WITH MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. WELDED WIRE FABRIC SHALL BE SMOOTH CONFORMING TO ASTM A185. 4. PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. 5. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE PROTECTION (CLEAR COVER) UNLESS OTHERWISE NOTED: - SURFACES NOT FORMED AND IN CONTACT WITH SOIL ...............: 3" - FORMED SURFACES IN CONTACT WITH SOIL OR WEATHER .........: 2" BEAMS, GIRDERS AND COLUMNS 1/2" WALLS AND JOISTS 3/4" - SLABS ON GROUND....................................................................... 2" FROM TOP 6. PROVIDE 40 BAR DIA. LAP AT ALL SPLICES U.O.N. WWF WIRE SPACING + 6". 7. WELDED WIRE REINFORCEMENT (WWR) IN THE CONCRETE SLAB -ON -GRADE SHALL BE SUPPORTED TO PROVIDE REQUIRED COVER/PLACEMENT DEPTH; AND PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT OPERATIONS. 9. REINFORCED MASONRY 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530-08/ASCE 5-08/TMS 404-08" BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", LATEST EDITION. 2. LAP VERTICAL BARS MINIMUM OF 48 BAR DIAMETERS WITH WIRE TIES. 3. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" LIFTS MAXIMUM. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED, MASONRY SHALL BE f'm = 1500 PSI. 4. FILL ALL CELLS UP TO SLAB -ON -GRADE ALL AROUND BUILDING. 5. PROVIDE #9 GALV. HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16"O.C. VERTICALLY, UNLESS NOTED OTHERWISE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN BOND BEAMS AT 8"O.C. VERTICALLY. LAP JOINT REINFORCEMENT 12"O.C. MINIMUM. 6. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 32"O.C. ACROSS VERTICAL CONTROL JOINTS IN WALLS AT 16"O.C. AND ACROSS VERTICAL CONTROL JOINTS IN BOND BEAMS. TOP AND BOTTOM REINFORCEMENT IN SPANDREL BEAMS SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 7. PROVIDE 8"x8" BOND BEAM ® TOP OF WALLS. REINFORCE BOND BEAM WITH (2) #5 PER 8" OF DEPTH. UNLESS NOTED OTHERWISE. 8. PROVIDE VERTICAL BARS AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF CONTROL JOINTS, REFER TO DETAIL B3/S4.2. 9. PROVIDE (2) #5 BARS VERTICAL AT 8"O.C. AT END WALLS. REFER TO PLANS FOR VERTICAL WALL REINFORCING. PROVIDE VERTICAL BARS EACH SIDE OF OPENINGS, 10. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULL -BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE. 11. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS, VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10 SQUARE INCHES. 12. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10 FEET. 13. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN Y2" BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 14. WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON EITHER A BOND BEAM COURSE OR CORES GROUTED SOLID. ALL LINTELS SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTED OTHERWISE. 15. ALL GROUT PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS. 16. PROVIDE CONTROL JOINTS IN MASONRY WALLS AS INDICATED. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. 10. SHOP DRAWING REVIEW: 1. ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, COPYRIGHTED PROPERTY OF Suresh R. Patel, INC. ELECTRONIC VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT THE EXPRESS, WRITTEN PERMISSION OF SURESH R. PATEL, INC. USERS WILL SIGN A RELEASE. 2. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION, CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. TABLE I COMPONENTS & CLADDING WIND PRESSURES SHEET TITLE S-1 ROOF PRESSURES IN PSF VERTICAL SURFACES PRESSURES IN PSF EFFECTIVE ZONE S-3 PLANS & SECTIONS & DETAILS 3 KLF - KIPS PER LINEAR FOOT 5 PARAPET WIND AREA - CONSTRUCTION JOINT ARCH'L +67 L - ANGLE +477 ±70 10 S.F. OR LESS - LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING LLV 50 S.F. BM - BEAM +16 - LOW POINT BOTT ±41 ±70 - LONG WAY BRG - BEARING MFR - MANUFACTURER C/C - CENTER TO CENTER MAS 100 S.F. CIP - CAST IN PLACE +16 - MASONRY OPENING CJ +36 31 ±70 - MATERIAL CL - CENTERLINE -47 - MAXIMUM CLR - CLEAR MECH'L 500 S.F. OR LARGER 1 CMU 1-4 +16 - METAL COL +27 ±70 NOTES: 1. EDGE DISTANCE "a" = 3'-0" 2. THE PROPOSED STRUCTURE IS NOT LOCATED WITHIN A WIND BORNE DEBRIS AREA: 3. DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE LINEARLY INTERPOLATED BETWEEN VALUES SHOWN. 4. DESIGN PRESSURE ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD COMBINATIONS PER ASCE 7-10 Qo w Z Q3z vi Q in a- TOP OF a FOOTING EL., SEE PLAN o N dd n ZONE ZONE 0 0 SAME SIZE & NO. AS FTG. REINF. TOP OF F00 EL.: SEE PU - a d d d 4 d a Ou d ad I I 1=I�--'� ' =1 I I -I I 2'-0" MIN. 'HERE APPLIC, TYP. STI EP FOOTING d a 4 1 2 SEE PLAN & SCHEDULE FOR FTG. SIZE & REINF. ADD CORNER - BAR ON ALL CONTINUOUS BARS TO MATCH SIZE OF. FTG. REINF. PARAPET STANDARD ACI DIAMETER LAP TYP. I 1 .. i A° .L • ♦ •: ;d. .. 'a' .. SIMPLIFIED ELEVATION MAIN ROOF STRUCTURAL DRAWINGS INDEX SHEET SHEET TITLE S-1 DESIGN CRITERIA AND GENERAL NOTES S-2 GENERAL NOTES AND TYPICAL DETAILS S-3 PLANS & SECTIONS & DETAILS ABBREVIATIONS AB - ANCHOR BOLT K - KIP(s) ALT - ALTERNATE KIP(s) - 1000 POUNDS APPROX - APPROXIMATELY KLF - KIPS PER LINEAR FOOT ARCH - ARCHITECT KJ - CONSTRUCTION JOINT ARCH'L - ARCHITECTURAL L - ANGLE B/ - BOTTOM OF LG - LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING LLV - LONG LEG VERTICAL BM - BEAM LP - LOW POINT BOTT - BOTTOM LW - LONG WAY BRG - BEARING MFR - MANUFACTURER C/C - CENTER TO CENTER MAS - MASONRY CIP - CAST IN PLACE MO - MASONRY OPENING CJ - CONTRACTION JOINT MAT'L - MATERIAL CL - CENTERLINE MAX - MAXIMUM CLR - CLEAR MECH'L - MECHANICAL CMU - CONCRETE MASONRY UNIT MTL - METAL COL - COLUMN MIN - MINIMUM CONC - CONCRETE MISC - MISCELLANEOUS CONFIG - CONFIGURATION NS - NEAR SIDE CONT - CONTINUOUS NIC - NOT IN CONTRACT CONTR - CONTRACTOR NTS - NOT TO SCALE CTR - CENTER OC - ON CENTER DBL - DOUBLE OH - OPPOSITE HAND DET - DETAIL OPNG - OPENING DIA - DIAMETER PAF - POWDER ACTUATED FASTENERS DIM - DIMENSION PART - PARTITION DN - DOWN PART'L - PARTIAL DR - DOOR/DRAIN PCJ - PRECAST CONCRETE JOIST DWG - DRAWING PL - PLATE EA - EACH PLF - POUNDS PER LINEAR FOOT EE - EACH END PSF - POUNDS PER SQUARE FOOT EF - EACH FACE PSI - POUNDS PER SQUARE INCH EJ - EXPANSION JOINT PT - POST TENSIONED/PRESSURE TREATED EL - ELEVATION R - RISER/RADIUS ELEV - ELEVATION/ELEVATOR REG - REGULAR ENGR - ENGINEER REINF - REINFORCING EOR - ENGINEER OF RECORD REM - REMAINDER EOS - EDGE OF SLAB REQ'D - REQUIRED EQ - EQUAL REV - REVISED/REVISION EW - EACH WAY RM - ROOM EXIST - EXISTING RO - ROUGH OPENING EXP - EXPANSION RQMTS - REQUIREMENTS EXT - EXTERIOR SCHED - SCHEDULE FIN - FINISH SECT - SECTION FLR - FLOOR SIM - SIMILAR FND - FOUNDATION SL - SLOPE FOM - FACE OF MASONRY SOG - SLAB -ON -GRADE FS - FAR SIDE SP - SPIRAL FT - FOOT SQ - SQUARE FTG - FOOTING SS - STAINLESS STEEL GA - GAGE STD - STANDARD GALV - GALVANIZED STL - STEEL GC - GENERAL CONTRACTOR STRUCT'L - STRUCTURAL GT - GIRDER TRUSS SW - SHEARWALL/SHORT WAY HC - HOLLOW CORE T/ - TOP OF HCP - HOLLOW CORE PLANK TB - TIE BEAM HDG - HOT DIPPED GALVANIZED TC - TIE COLUMN/TOP CHORD HG - HIP GIRDER TEMP - TEMPERATURE HK - HOOK Ti - TIE JOIST •' • ' HORIZ - HORIZONTAL T/0 - THRU OUT HP - HIGH POINT TR - TREAD/TRUSS HS - HIGH STRENGTH TYP - TYPICAL :• �. • A IJ - ISOLATION JOINT LINO - UNLESS NOTED OTHERWISE INFO - INFORMATION VERT - VERTICAL INT - INTERIOR W/ - WITH • IRR - IRREGULAR W/0 - WITHOUT ♦ JR - JAMB REINFORCING WD - WOOD �--*- JT - JOINT WP - WORK POINT ° a ♦ ' WWR - WELDED WIRE REINFROCMENT CONT. FTG. SEE PLAN AND SCHD. FOR SIZE AND REINFORCEMENT. DETAIL - A3i TYP. CORNER REINF. DETAIL A4� SCALE: NONE FOR FOOTINGS & BEAMS SCALE: LA R r e _ No. 17858 STATE 0 y ! �f lno U) uj F_ O Z Q W Z w W PL -4 8 , y N N DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 ESIGN CRITEOR AND Q Ory � N tV O 0 Q � a D - Q v - o ul! i,.W > LL W N = U W W (.7 Q W lV om O U W o p Q� 0 Z W Q DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 ESIGN CRITEOR AND N fV f� Wrj, Q J v - u_ ul! i,.W > w J_ Wv N o O 7 V 00o-� lV u- 0 p Q� 0 0 of o x a u Q o wo w W EF - �- oQ � o J Q = Lu U a Lu = w J 0 n Ln DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION 3RD REVISION 2ND REVISION IST REVISION ISSUE DATE AUGUST 29, 2018 PROJECT NUMBER 20180402 ESIGN CRITEOR AND N x a w U) N N X _ U UU N T/TIE BM HOIST BM 3 m EL: 31'-8" -0 W8X31 TYP. ALL AROUND c i V) 41_2" TYP. TIE BM: L7 7%"x16" 1 s-3 TYPE 'B' - 11" ROOF 90-8 it METAL DECK + 6" TO 4" CONCRETE SLAB NORTH ROOF FRAMING PLAN (L 1/4" = 1'-0" EXISTING CONC. o SIDEWALK T/TIE BM EL: 8'-2" TYPE 'B' - 1j" ROOF METAL DECK + 4" CONCRETE SLAB TIE BM: " EXISTING CONC SIDEWALK EXISTING BUILDING TOP OF 2nd & 3rd FLOOR 17'_�ff 7 EXISTING CONC. 4'-7 .I WALKWAY ,P CONC. r ,WAY :*ROM O' r � � sELEVATOR HOISTMAw 7%"x18" to 16 I 4'-0" PARAPET TIE BM: 1 2 SIDES 7%"x 16" s-3 A4 2 TYP. T/TIE BMs -3 S-2 EL: 8'-0" NORTH MACHINE RM 2nd & 3rd FLOOR ROOF FRAMING PLAN ELEVATOR FRAMING PLAN 1/4" = V-0" EXISTING TOP OF SLAB EL:O'-0" -(: A4 TYP. TING CONIC. - STE FOOTING WALK °O -4" 3'-10" CF2.0 " I I 4 S.O.G WITH 6X6 W1.4XW1.4 I I WWF 0 CENTER o I P TOP OF PAD TOOF SLAB EL:( -)4'-0" 8" CMU WITH I TO MATCH EXISTIG ( 1' 116' I SUMP #5024" C/C L TYP. CF2.0 _ CF2.0 " f » r 1 FILL 3 CELLS 0 2'-0" WIDE X CONT X1 -0 -O CORNERS (TYP.) S-3 3-#5 CONT TOP & BOTTOM $ $ $" FOOTING PAD #3 TIES 0 16" C/C $_Off 12' -8"x10' -4"x2'-0" T.O.F. 1$'-4ff DROP FOOTING 2'-0" FOR a EL: -(2'-0") �Osm` '"K"u '" AREA UNDER w STEP FOOTING NORTH 12'-$" x TYP. DETAIL A3/S-2 Z s 0 0 FOUNDATION PLAN N 1/4 _ 11 _0 91 v CD ZZ: IN cV) \\S Xw 4"-0% 4 VERIFY TYPICAL HOIST BEAM 1_44xY4" W8X31 EDGE ANGLE TYP. EMBED X e W10X22 TYP. EMBED R %"x7"xCONT. w/ X"o W.S. 0 24" C.C. TYP BM HOISTWAY BEAM EMBED R JX12X12 W/4—j'*6" W.S • - S TYP. VERT. REINF. — #5016" C/C VERTICAL FILL ALL CELLS \ 8" CMU WITH HORIZ. JT. REINF. ® 16" C,/C, TYP. TYP BM 00 N r TYPE 'B' - 11" ROOF METAL DECK + 4" TO 6" CONCRETE SLAB 6x6-W1.4xW1.4 W.W.F. z TYP. TIE BEAM ® ROOF 7%"x 16" 2 #6 TOP & BOT #3 TIES 0 12" C.C. 7 00 -I F71 co 7FEXISTINGOOF TRUSSES EXISTING ROOF & SOFFIT EXISTING CONIC. SLAB U u_ O :e n O I— TYP BM 00 NEW ELEVATOR HOISTWAY t j i.� 00 EXISTING CONC. SLAB -7 22—BA 7'-4" TYPICAL 7J -X14" TIE BM (ALL LEVELS) 2-#6 T & B #3 TIES ® 12" C/C TYPICAL Lo 00 c.� Z 0 J_ m c -D #5 DOWELS Z x 5'-0" 016" C/C, TYP. EXISTING CONIC. SLAB x ° a W IJ -1I I -I I 1-1L= COMPACTED FILL, TYP. I�� I ° 1111111 0 =L 12" CMU WITH HORIZ. I \ _ a. a ME JT. REINF. @16" C/C, d" 00 \ I ILLI V-6 TYP. TYP. \ Nn BITUMINOUS WATER ISI-� PROOFING, TYPICAL ALL AROUND ELEVATOR 2 -0 x2 -0"x2'-O"DEEP SUMP, d ° °' d 0 VERIFY LOCATION WITH ELEVATOR Q. ° a . a MANUFACTURER, IF APPLICABLE ° ° d r7 ° a #6012" O.0 EACH WAY TOP & BOT DROP FTG. 2'-0" FOR 5'-6"x6'-0" AREA UNDER ° :° d �.° a. '...d Q.. WATER PROOFING ALL SUMP PIT ° ° AROUND ELEV. MAT. 1#6®12" o.c EACH WAY 100-4" SECTION AT ELEVATOR 1 1/2" P4 8 N .0 ate.• M • � (• R'r0w�W a O � N W0 W CL Q 0 Q Q 5 OJ O LL 2-U BLOCK W N V 2 # 5 HORIZ Z j Q TYP. ® PARAPET O W U m EL:12'-10" J U_ TYPE B - 11" ROOF 6x6-W1.4xW1.4 W.W.F. V ~ Z EMBED PLATE. J " " • METAL DECK W W Z jX12X12 + +4" CONCRETE SLAB W/4-3/4 OX6 T.O.BM U) U F-- W.S SLOPES FROM Z W <C ff TYP L4X4Xj 8'-2" TO 8'-0" 6. 8" CMU WITH EDGE ANGLE (4SIDES) TYPICAL cn #5016" C/C .. ... .. 9 •` . :t.. L4X4X Z VERTICAL EL:8'-2" EDGE ANGLE Q FILL CELLS o 0 0 o TYP. EMBED ' %"x7"xCONT. w/ n- - h-0 W.S. ®24" C.C. W10x22 N N O 7j"X18"/10" TIE BM 7j"X18" TIE BM 2-#6 T& B �� 2-#6 T& B 12 C C #3 TIES ® 12" C/C u u_ O #3 TIES ® / TYPICAL - w TYPICAL ® LOW ROOF > w O Ww � o O �V N "Coo z U 0 8" CMU WITH W u- -1 r � a VERTICAL5016"C/C I, i� TYP.X W o �= Q Z�� 4" S.O.G Vrll a a �W 8" CMU WITH � � w inUF- o .. - HORIZ. JT. Z REINF. ® U 16" ° a CJQ W � a 4A C/C, TYP. > UU J I � = W N Q J o M I o 12" CMU WITH HORIZ. In JT. REINF. ® 16" C/C, TYP. e 8ff $If 0 _ 0 °° O a I ° ° I d d ff CF2.0 �_CF2.0 2 — 0 t. § t4i@lar9@3 FauePt; Fr I P ° `fiea DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION " 3RD REVISION SECTION @ MACHINE RM 7�' ]7r� ® !`f0. 1 7 883 2ND REVISION 2IST REVISION 10-12-18 1/2" = 1'-0'f P^� ISSUE DATE AUGUST 29, 2018 -0 °° STATE OF PROJECT NUMBER 20180402 i a 7 ¢ ` FRAMING PLANS 8& SECTIONS t r 7%"x18" to 16 I 4'-0" PARAPET TIE BM: 1 2 SIDES 7%"x 16" s-3 A4 2 TYP. T/TIE BMs -3 S-2 EL: 8'-0" NORTH MACHINE RM 2nd & 3rd FLOOR ROOF FRAMING PLAN ELEVATOR FRAMING PLAN 1/4" = V-0" EXISTING TOP OF SLAB EL:O'-0" -(: A4 TYP. TING CONIC. - STE FOOTING WALK °O -4" 3'-10" CF2.0 " I I 4 S.O.G WITH 6X6 W1.4XW1.4 I I WWF 0 CENTER o I P TOP OF PAD TOOF SLAB EL:( -)4'-0" 8" CMU WITH I TO MATCH EXISTIG ( 1' 116' I SUMP #5024" C/C L TYP. CF2.0 _ CF2.0 " f » r 1 FILL 3 CELLS 0 2'-0" WIDE X CONT X1 -0 -O CORNERS (TYP.) S-3 3-#5 CONT TOP & BOTTOM $ $ $" FOOTING PAD #3 TIES 0 16" C/C $_Off 12' -8"x10' -4"x2'-0" T.O.F. 1$'-4ff DROP FOOTING 2'-0" FOR a EL: -(2'-0") �Osm` '"K"u '" AREA UNDER w STEP FOOTING NORTH 12'-$" x TYP. DETAIL A3/S-2 Z s 0 0 FOUNDATION PLAN N 1/4 _ 11 _0 91 v CD ZZ: IN cV) \\S Xw 4"-0% 4 VERIFY TYPICAL HOIST BEAM 1_44xY4" W8X31 EDGE ANGLE TYP. EMBED X e W10X22 TYP. EMBED R %"x7"xCONT. w/ X"o W.S. 0 24" C.C. TYP BM HOISTWAY BEAM EMBED R JX12X12 W/4—j'*6" W.S • - S TYP. VERT. REINF. — #5016" C/C VERTICAL FILL ALL CELLS \ 8" CMU WITH HORIZ. JT. REINF. ® 16" C,/C, TYP. TYP BM 00 N r TYPE 'B' - 11" ROOF METAL DECK + 4" TO 6" CONCRETE SLAB 6x6-W1.4xW1.4 W.W.F. z TYP. TIE BEAM ® ROOF 7%"x 16" 2 #6 TOP & BOT #3 TIES 0 12" C.C. 7 00 -I F71 co 7FEXISTINGOOF TRUSSES EXISTING ROOF & SOFFIT EXISTING CONIC. SLAB U u_ O :e n O I— TYP BM 00 NEW ELEVATOR HOISTWAY t j i.� 00 EXISTING CONC. SLAB -7 22—BA 7'-4" TYPICAL 7J -X14" TIE BM (ALL LEVELS) 2-#6 T & B #3 TIES ® 12" C/C TYPICAL Lo 00 c.� Z 0 J_ m c -D #5 DOWELS Z x 5'-0" 016" C/C, TYP. EXISTING CONIC. SLAB x ° a W IJ -1I I -I I 1-1L= COMPACTED FILL, TYP. I�� I ° 1111111 0 =L 12" CMU WITH HORIZ. I \ _ a. a ME JT. REINF. @16" C/C, d" 00 \ I ILLI V-6 TYP. TYP. \ Nn BITUMINOUS WATER ISI-� PROOFING, TYPICAL ALL AROUND ELEVATOR 2 -0 x2 -0"x2'-O"DEEP SUMP, d ° °' d 0 VERIFY LOCATION WITH ELEVATOR Q. ° a . a MANUFACTURER, IF APPLICABLE ° ° d r7 ° a #6012" O.0 EACH WAY TOP & BOT DROP FTG. 2'-0" FOR 5'-6"x6'-0" AREA UNDER ° :° d �.° a. '...d Q.. WATER PROOFING ALL SUMP PIT ° ° AROUND ELEV. MAT. 1#6®12" o.c EACH WAY 100-4" SECTION AT ELEVATOR 1 1/2" P4 8 N .0 ate.• M • � (• R'r0w�W a O � N W0 W CL Q 0 Q Q 5 OJ O LL 2-U BLOCK W N V 2 # 5 HORIZ Z j Q TYP. ® PARAPET O W U m EL:12'-10" J U_ TYPE B - 11" ROOF 6x6-W1.4xW1.4 W.W.F. V ~ Z EMBED PLATE. J " " • METAL DECK W W Z jX12X12 + +4" CONCRETE SLAB W/4-3/4 OX6 T.O.BM U) U F-- W.S SLOPES FROM Z W <C ff TYP L4X4Xj 8'-2" TO 8'-0" 6. 8" CMU WITH EDGE ANGLE (4SIDES) TYPICAL cn #5016" C/C .. ... .. 9 •` . :t.. L4X4X Z VERTICAL EL:8'-2" EDGE ANGLE Q FILL CELLS o 0 0 o TYP. EMBED ' %"x7"xCONT. w/ n- - h-0 W.S. ®24" C.C. W10x22 N N O 7j"X18"/10" TIE BM 7j"X18" TIE BM 2-#6 T& B �� 2-#6 T& B 12 C C #3 TIES ® 12" C/C u u_ O #3 TIES ® / TYPICAL - w TYPICAL ® LOW ROOF > w O Ww � o O �V N "Coo z U 0 8" CMU WITH W u- -1 r � a VERTICAL5016"C/C I, i� TYP.X W o �= Q Z�� 4" S.O.G Vrll a a �W 8" CMU WITH � � w inUF- o .. - HORIZ. JT. Z REINF. ® U 16" ° a CJQ W � a 4A C/C, TYP. > UU J I � = W N Q J o M I o 12" CMU WITH HORIZ. In JT. REINF. ® 16" C/C, TYP. e 8ff $If 0 _ 0 °° O a I ° ° I d d ff CF2.0 �_CF2.0 2 — 0 t. § t4i@lar9@3 FauePt; Fr I P ° `fiea DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION " 3RD REVISION SECTION @ MACHINE RM 7�' ]7r� ® !`f0. 1 7 883 2ND REVISION 2IST REVISION 10-12-18 1/2" = 1'-0'f P^� ISSUE DATE AUGUST 29, 2018 -0 °° STATE OF PROJECT NUMBER 20180402 i a 7 ¢ ` FRAMING PLANS 8& SECTIONS t r P4 8 N .0 ate.• M • � (• R'r0w�W a O � N W0 W CL Q 0 Q Q 5 OJ O LL 2-U BLOCK W N V 2 # 5 HORIZ Z j Q TYP. ® PARAPET O W U m EL:12'-10" J U_ TYPE B - 11" ROOF 6x6-W1.4xW1.4 W.W.F. V ~ Z EMBED PLATE. J " " • METAL DECK W W Z jX12X12 + +4" CONCRETE SLAB W/4-3/4 OX6 T.O.BM U) U F-- W.S SLOPES FROM Z W <C ff TYP L4X4Xj 8'-2" TO 8'-0" 6. 8" CMU WITH EDGE ANGLE (4SIDES) TYPICAL cn #5016" C/C .. ... .. 9 •` . :t.. L4X4X Z VERTICAL EL:8'-2" EDGE ANGLE Q FILL CELLS o 0 0 o TYP. EMBED ' %"x7"xCONT. w/ n- - h-0 W.S. ®24" C.C. W10x22 N N O 7j"X18"/10" TIE BM 7j"X18" TIE BM 2-#6 T& B �� 2-#6 T& B 12 C C #3 TIES ® 12" C/C u u_ O #3 TIES ® / TYPICAL - w TYPICAL ® LOW ROOF > w O Ww � o O �V N "Coo z U 0 8" CMU WITH W u- -1 r � a VERTICAL5016"C/C I, i� TYP.X W o �= Q Z�� 4" S.O.G Vrll a a �W 8" CMU WITH � � w inUF- o .. - HORIZ. JT. Z REINF. ® U 16" ° a CJQ W � a 4A C/C, TYP. > UU J I � = W N Q J o M I o 12" CMU WITH HORIZ. In JT. REINF. ® 16" C/C, TYP. e 8ff $If 0 _ 0 °° O a I ° ° I d d ff CF2.0 �_CF2.0 2 — 0 t. § t4i@lar9@3 FauePt; Fr I P ° `fiea DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION " 3RD REVISION SECTION @ MACHINE RM 7�' ]7r� ® !`f0. 1 7 883 2ND REVISION 2IST REVISION 10-12-18 1/2" = 1'-0'f P^� ISSUE DATE AUGUST 29, 2018 -0 °° STATE OF PROJECT NUMBER 20180402 i a 7 ¢ ` FRAMING PLANS 8& SECTIONS t r O � N W0 W CL Q 0 Q Q 5 OJ O LL 2-U BLOCK W N V 2 # 5 HORIZ Z j Q TYP. ® PARAPET O W U m EL:12'-10" J U_ TYPE B - 11" ROOF 6x6-W1.4xW1.4 W.W.F. V ~ Z EMBED PLATE. J " " • METAL DECK W W Z jX12X12 + +4" CONCRETE SLAB W/4-3/4 OX6 T.O.BM U) U F-- W.S SLOPES FROM Z W <C ff TYP L4X4Xj 8'-2" TO 8'-0" 6. 8" CMU WITH EDGE ANGLE (4SIDES) TYPICAL cn #5016" C/C .. ... .. 9 •` . :t.. L4X4X Z VERTICAL EL:8'-2" EDGE ANGLE Q FILL CELLS o 0 0 o TYP. EMBED ' %"x7"xCONT. w/ n- - h-0 W.S. ®24" C.C. W10x22 N N O 7j"X18"/10" TIE BM 7j"X18" TIE BM 2-#6 T& B �� 2-#6 T& B 12 C C #3 TIES ® 12" C/C u u_ O #3 TIES ® / TYPICAL - w TYPICAL ® LOW ROOF > w O Ww � o O �V N "Coo z U 0 8" CMU WITH W u- -1 r � a VERTICAL5016"C/C I, i� TYP.X W o �= Q Z�� 4" S.O.G Vrll a a �W 8" CMU WITH � � w inUF- o .. - HORIZ. JT. Z REINF. ® U 16" ° a CJQ W � a 4A C/C, TYP. > UU J I � = W N Q J o M I o 12" CMU WITH HORIZ. In JT. REINF. ® 16" C/C, TYP. e 8ff $If 0 _ 0 °° O a I ° ° I d d ff CF2.0 �_CF2.0 2 — 0 t. § t4i@lar9@3 FauePt; Fr I P ° `fiea DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION " 3RD REVISION SECTION @ MACHINE RM 7�' ]7r� ® !`f0. 1 7 883 2ND REVISION 2IST REVISION 10-12-18 1/2" = 1'-0'f P^� ISSUE DATE AUGUST 29, 2018 -0 °° STATE OF PROJECT NUMBER 20180402 i a 7 ¢ ` FRAMING PLANS 8& SECTIONS t r GENERAL NOTES: 1. THE CONTRACTOR SHALL NOT TAKE POSSESSION OF OR DISPOSE OF ANY SALVAGEABLE ITEMS IN ASSOCIATION WITH THE WORK. ALL p SALVAGEABLE ITEMS SHALL BE THE OWNER'S,, PROPERTY AT HIS OPTION. ALL UNSALVAGEABLE EQUIPMENT AND MATERIALS SHALL BECOME z THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE.SITE. 2. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY MODIFICATIONS TO EXISTING SYSTEMS AND SHALL UPON N COMPLETION, DELIVER "AS -BUILT" DRAWINGS TO THE OWNER, INDICATING ANY SUCH CHANGES. N 3. CONTRACTOR SHALL PROVIDE ALL WORK REQUIRED TO PROVIDE COMPLETE CONDUIT SYSTEMS AND RUNS. THIS INCLUDES, BUT IS NOT 'LIMITED w T0, ALL MATERIALS, INSTALLATION HARDWARE,_ DRILLING OF WALLS/BEAMS, TRENCHING, MOUNTING HARDWARE, LABOR, PAINTING, REPAIRING OF EXISTING SURFACES, FIRESTOPPING AND ACCESSORIES. 4. PAINT ALL INTERIOR AND EXTERIOR, EXPOSED CONDUITS SAME COLOR AS SURFACE. 5. NEW DEVICES SHALL BE MOUNTED AT HEIGHTS AS SHOWN ON LEGEND AND MOUNTING DETAILS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY CONFLICTS WITH SPECIFIED MOUNTING HEIGHTS. 6. CONDUITS SHALL BE CONCEALED IN WALLS, ABOVE CEILING SPACE, OR UNDERGROUND. SURFACE MOUNTED CONDUITS WILL BE PERMITTED ON EXISTING CONCRETE WALLS OR ON CEILINGS WITH NO CAVITY. 7. TRENCHING AND BACKFILL: EXISTING UTILITY LINES MAY BE IN THE PATH OF THE NEW UNDERGROUND CONDUIT INSTALLATIONS. THE USE OF CHAIN TRENCHING MACHINES WILL NOT BE PERMITTED. CONTRACTOR SHALL PROMPTLY REPAIR ANY UTILITY LINES DAMAGED BY HIS OPERATION. DISTURBED SURFACES SHALL BE RESTORED TO ITS ORIGINAL CONDITION. PROVIDE SOD, PATCH PAVEMENT, PATCH SIDE WALKS ETC. TO MATCH EXISTING. S. ALL EXTERIOR JUNCTION BOXES SHALL BE CAST METAL, GASKETED, AND NEMA -3R. PAINT SAME COLOR AS SURFACE. 9. UPDATE PANEL BOARD DIRECTORIES TO REFLECT TYPE AND LOCATION OF ADDED CIRCUITS. NEW DIRECTORIES SHALL BE TYPED OR MACHINE GENERATED. 10. DRAWINGS SHOW APPROXIMATE LOCATION OF DEVICES. THE EXACT LOCATION SHALL BE DETERMINED AT BUILDING SITE. THE OWNER SHALL RESERVE THE RIGHT TO RELOCATE ANY DEVICE TO A DISTANCE NOT EXCEEDING 15' FROM THE LOCATION ON THE DRAWING DURING ROUGH -IN. WORK SHALL BE ACCOMPLISHED AT NO ADDITIONAL COST TO OWNER. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY SEALING ALL NEW PENETRATIONS IN FIRE RATED ASSEMBLIES, BOTH VERTICAL AND HORIZONTAL, IN ACCORDANCE WITH SECTION 705 OF THE FLORIDA BUILDING CODE, WHICH REQUIRES THAT ALL INSTALLATIONS OF PENETRATIONS THROUGH FIRE RATED ASSEMBLIES OR FIRE STOP SYSTEMS SHALL BE AS TESTED BY ASTM E 119 & ASTM E 814. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL LANDSCAPE AND AREAS OF GRASS DISTURBED DURING CONSTRUCTION. REPLACE SOD AND/OR SEED AREAS AS REQUIRED. 13, CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ENGINEER OF ANY ITEMS OF NON-COMPLIANCE, WHETHER IT IS THE RESULT OF NEW WORK OR IS AN UNCOVERED EXISTING CONDITION. 14, PROVIDE MINIMUM 12" SERVICE LOOPS IN ALL PULL BOXES. 15. UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40. STUB -UPS (INCLUDING ELLS) SHALL BE RIGID GALVANIZED STEEL CONDUIT. PROVIDE ASPHALTUM COATING TO COVER STEEL CONDUIT AND ELLS IN CONTACT WITH EARTH OR CONCRETE. "u Iii h u a w W w z z w O N 3RD FLOOR 2ND FLOOR l }•--ADMIN OFFICE—►1 2 ► � +► TO ELEVATOR CONTROL PANEL JFA CABLES IN CONDUIT EXISTING SILENT KNIGHT EXPAND EXISTING BOARD AS REQUIRED SK -5208 TO ACCOMMODATE ADDITIONAL DEVICES FIRE AND RELAYS. PROVIDE ADDITIONAL ALARM RELAYS AS REQUIRED FOR CAPTURE CONTROL AND RECALL FUNCTIONALITY. PANEL 1 ST FLOOR - FIRE -A R RISE - NOT. 1. FIRE ALARM SHOP DRAWINGS: SUBMIT TO STATE FIRE MARSHALL AND CODE ENFORCEMENT AFTER REVIEW BY EOR. 2. THE CONTRACTOR SHALL COORDINATE WITH THE MANUFACTURER AND DCPS TO PROVIDE ALL :REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING ADDITIONAL CARDS, MODULES, RELAYS, BATTERIES, ETC. AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM. ELEVATOR NOTES: • PROVIDE FLASHING "DO NOT USE" ELEVATOR LIGHT AT EACH ELEVATOR LOBBY. LIGHT. SHALL BE CONTROLLED ONLY BY ELEVATOR MACHINE ROOM SMOKE DETECTOR. • INSTALLATIONS SHALL COMPLY WITH NFPA 72, ASME A17.1, AND NFPA 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL EQUIPMENT, HARDWARE, ACCESSORIES, DEVICES, CONNECTIONS, AND PROGRAMMING NECESSARY TO MEET THE FOLLOWING INSTALLATION AND OPERATION REQUIREMENTS. ELEVATOR RECALL: • PROVIDE SMOKE DETECTORS IN THE ELEVATOR MACHINE ROOM AND HEAT DETECTOR IN ALL ELEVATOR LOBBIES FOR INITIATION OF ELEVATOR RECALL. • THE LOBBY HEAT/SMOKE DETECTORS MUST BE CEILING MOUNTED AND WITHIN 21 FEET OF THE CENTERLINE OF EACH ELEVATOR DOOR WITHIN THE ELEVATOR BANK UNDER THE CONTROL OF THE - DETECTOR. "CONTACT PROJECT ,DESIGNER FOR REQUIREMENTS AT LOCATIONS WHERE THE CEILING HEIGHT IS GREATER THAN 15 FEET OR THE CEILING IS NOT FLAT AND SMOOTH. • SMOKE DETECTORS MUST NOT BE INSTALLED IN UNSPRINKLED ELEVATOR HOISTWAY. • INITIATION OF ELEVATOR RECALL DEVICES SHALL IMMEDIATELY SEND ELEVATORS DIRECTLY TO THE DESIGNATED LEVEL WITHOUT STOPPING AT ANY OTHER FLOORS. IF DEVICE INITIATED IS LOCATED ON 'THE DESIGNATED LEVEL, THEN THE ELEVATOR SHALL PROCEED DIRECTLY TO THE ALTERNATE LEVEL (SECOND FLOOR UNLESS OTHERWISE NOTED). NOT TO SCALE FIRE ALAR RISER"DIAGRAM FIRE ALARM SYSTEM NOTES: 1. CONTRACTOR SHALL PROVIDE LABELS FOR ALL FIRE ALARM DEVICES (ONE LABEL FOR EACH FIRE ALARM DEVICE). CONTRACTOR LABELING SHALL BE INDEPENDENT OF LABELING PROVIDED BY DCPS. LABELS SHALL BE CLEARLY VISIBLE FROM THE GROUND AND IDENTIFY IDNET CIRCUIT AND DEVICE ADDRESS. 2, AT COMPLETION OF FIRE ALARM SYSTEM PROGRAMMING, PROVIDE (3) COPIES OF PROGRAM PRINT OUT. INCLUDE PRINT OUT AS PART OF OPERATION AND MAINTENANCE MANUAL, 3. ALL FIRE ALARM WIRING SHALL BE COLOR CODED IN ACCORDANCE TO THE FOLLOWING TABLE: FIRE ALARM WIRING COLOR CODE FUNCTION: COLOR ADDRESSABLE NOTIFICATION . . . . . . . 2 -CONDUCTOR, #14AWG, SOLID, TWISTED, UNSHIELDED (YELLOW JACKET) RUI/N2 COMMUNICATION . . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET) DOOR HOLDER . . . . PINK -GRAY #14 MAPNET/IDNET . . . . . 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (RED JACKET) 24vdc POWER . . . . RED -BLACK RELAY . . . . . . ORANGE -BROWN AUDIO 2 -CONDUCTOR, #18AWG, SOLID, TWISTED, SHIELDED (BLUE JACKET) VISUAL/SIGNAL . . . . . . . WHITE -PURPLE #12 ELEVATOR SHUTDOWN . . . . . , VIOLET -VIOLET #14 ZONE . . . . . . . YELLOW -BLUE #14 4. FIRE ALARM SYSTEM COMPONENTS SHALL BE COMPATIBLE WITH EXISTING SYSTEM. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE SHOP DRAWINGS AND FINAL TESTING. CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE COMPLETE SYSTEM INCLUDING BUT NOT LIMITED TO PANELS, DEVICES, WIRING, CONDUITS, SURGE PROTECTION, BOXES, TESTING AND EQUIPMENT TO FORM COMPLETE OPERABLE FIRE ALARM SYSTEM. CONTRACTOR SHALL COORDINATE WITH FIRE ALARM MANUFACTURER TO PROVIDE ALL REQUIRED UPGRADES TO EXISTING PANEL, INCLUDING ADDITIONAL CARDS, BATTERIES, ETC. APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE KEPT AT THE SITE ALONG WITH THE PERMIT DRAWINGS FOR INSPECTION PURPOSES. 4.1. A COPY OF THE FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO FIRE MARSHALL FOR REVIEW/APPROVAL AFTER BEING APPROVED BY THE EOR AND PRIOR TO ISSUANCE OF A FIRE ALARM SYSTEM PERMIT. 4.2. THE FIRE ALARM SHOP DRAWINGS SHALL ALSO PROVIDE A FIRE ALARM DEVICE SCHEDULE INDICATING EACH TYPE OF FIRE ALARM DEVICE AND QUANTITY. 5. PROVIDE SURGE PROTECTORS FOR FIRE ALARM CABLES LEAVING OR ENTERING A BUILDING. ALL EXTERIOR DEVICES CABLES SHALL BE PROTECTED BY SURGE SUPPRESSORS 6. HORN/STROBE MUST BE MOUNTED BETWEEN 80" AND 96" A.F.F. 7. WHERE MAC'S ARE REQUIRED IN THE BUILDING, PROVIDE A SMOKE DETECTOR AT EACH LOCATION. S. FACILITY SHALL HAVE OPERABLE FIRE ALARM SYSTEM AT ALL TIMES, EXCEPT PRESCHEDULED INTERRUPTIONS. FIRE ALARM INTERRUPTIONS SHALL BE LIMITED TO 3 HOURS IN A 24 HOUR PERIOD. FOR FIRE ALARM IN OUT OF SERVICE LONGER THAN 3 HOURS, PROVIDE FIRE WATCH. FIRE WATCH INDIVIDUAL SHALL BE EXPERIENCED IN HANDLING EMERGENCIES, PROFICIENT IN THE USE OF FIRE EXTINGUISHERS, AND EQUIPPED WITH A CELL PHONE. FIRE WATCH SHALL HAVE PRIOR APPROVAL FROM DCPS CODE ENFORCEMENT AND/OR THE COJ FIRE MARSHAL 9. ALL UNDERGROUND CABLES SHALL BE WEST PENN AQUASEAL CABLES. PROVIDE GAUGE AND PAIR/CONDUCTOR COUNT PER FIRE ALARM MANUFACTURER REQUIREMENTS. 10. CONTRACTOR PERFORMING FIRE ALARM WORK MUST BE QUALIFIED AS REQUIRED BY FLORIDA STATUTES CHAPTER 489 AND RULE CHAPTER 61G6 OF FLORIDA ADMINISTRATIVE CODE. DESIGNATED PERSONNEL MUST HAVE FIRE ALARM SYSTEM AGENT IDENTIFICATION CARD IN THEIR POSSESSION AT ALL TIMES. ELECTRICAL LEGEND ® 1X4 LED LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX AND FLEXIBLE METALLIC CONDUIT CONNECTION. SEE LIGHT FIXTURE TABLE . Q—I LED LIGHTING FIXTURE, CONNECTED TO EMERGENCY POWER — WALL MOUNTED WITH PHOTOCELL. DUPLEX RECEPTACLE — 20 AMP, 120 VOLT, 3 WIRE GROUNDING, IVORY, 18" MOUNTING HEIGHT, U.N.O., WITH STAINLESS STEEL, STANDARD SIZE COVER PLATE. WEATHER RESISTANT DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPTER, 20 AMP, 120 VOLT, 3 WIRE GROUNDING. HUBBELL NO. GFTR20E WITH WEATHER PROOF COVER. EXTERIOR LOCATIONS SHALL BE WEATHER RESISTANT LABELED "WR" PER NEC AND MOUNTED AT 18" A.F.F. $ TOGGLE SWITCH — SINGLE POLE — QUIET TYPE 20 AMP, 120/277 VOLT, HUBBELL NO. HBL12211 WITH STEEL COVERPLATE — 48" MOUNTING HEIGHT, U.N.O. TELEPHONE/DATA OUTLET 4" SQUARE 2 1/8" DEEP JUNCTION BOX WITH 1—GANG EXTENSION RING. COORDINATE WITH ELEVATOR INSTALLER FOR CONNECTIONS AND MOUNTING HEIGHT. ® EXISTING LIGHTING AND/OR POWER PANELBOARD. EZP 340 DISCONNECT SWITCH, "3 60/40" DENOTES 3 POLE, 60 AMP, 40 AMP FUSES. HOMERUN TO PANELBOARD — NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS. REFER TO FLOOR PLAN NOTES FOR QUANTITIES AND SIZES OF CIRCUITS. WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. — — — — WIRING IN CONDUIT, RUN CONCEALED UNDERGROUND. RL INDICATES RELOCATED ELECTRICAL/EQUIPMENT. PROVIDE CABLES IN CONDUIT TO MATCH EXISTING AS REQUIRED TO EXTEND CIRCUITING. WP DENOTES WEATHERPROOF — MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE TAYMAC 60350 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. FIRE ALARM (11 CEILING MOUNTED HEAT DETECTOR. (2 CEILING MOUNTED SMOKE DETECTOR. SEMI -FLUSH MOUNTED FIRE ALARM AUDIO/VISUAL WARNING DEVICE, 80 INCH MOUNTING HEIGHT. p® 110 INDICATES 110 CANDELA STROBE. UTILIZE 75 CANDELA IN SMALL ROOMS AND CORRIDORS. USE 110 CANDELA IN ROOMS LARGER THAN 30' IN WIDTH OR LENGTH. LIGHTING FlAX"91FURE SCHEDULE! TYPE MANUFACTURER CATALOUGE NUMBER LIGHT SOURCE VOLTS MOUNTING HEIGHT REMARKS NOTES TYPE/TEMP WATTS LUMENS A KENALL N 1 048-C- 1 -45L40K-DCC-DV-SA LED/400OK 45 4000 120V 24" AFF 1'x4' LED VAPORTIGHT WRAPAROUND O S DAYBRITE OWL-4-40L-840-UNV LED/4000KI 37 4000 120V CEILING 1'x4' LED WRAPAROUND w C BEGHELLI MEZ-LED-ACE-MWH- 1 20/277 -AT LED 1 10 - 120V 8'-0" WALL PACK WITH EMERGENY, PHOTOCELL mw 0 W) 10 f � o N N iV 0 M 0 a- � z W Q. v a LL_ a .y F� LnN Ln N 110 O UJ J w 'o zz e, O w cr.\ � tij U_ UJ � = U H � V_ W 0 � W i w O J �-+ uj X azo w U zw< Lo g In N N clqM � NMDA r INC .SG4858Wf�RAMEt/R3��51 Q OO w ♦ a+qFE,�b60.90 8 IJjfl CDDADRE•LLLICE i. SET .31&i nw h-� Z d0 I a a a qr�p 5 s r� N r+JJ ',.^r"p �* r• 6. 'S, f C,gG��t��'^��9W4 mw cl Q < d W) 10 f � N N iV M 0 a- Q W Q. v a LL_ w UJ J W V In 'o zz e, O LL- tij U_ UJ N = U W 0 � W i U) O J C.} P uj X azo Z zw< mw -.-U-u421-X—<:)�. W 52©0,1— f � N N M W Q. v a LL_ w UJ J W V In 'o zz e, ./ I X: w tij U_ ao 0,4 —� Lo <t Q U) uj X azo -.-U-u421-X—<:)�. W 52©0,1— UJ J ./ I X: w Q NMDA r INC .SG4858Wf�RAMEt/R3��51 44,4 ♦ a+qFE,�b60.90 8 IJjfl CDDADRE•LLLICE i. SET .31&i I a a a qr�p 5 s r� r+JJ ',.^r"p �* r• 6. 'S, f C,gG��t��'^��9W4 ,a 'it: , T �l. u.attrRt! DO NOT SCALE THE DRAWINGS 5TH REVISION 4TH REVISION REVIEWED FOR CGDE CO1P41PLIANCE 3RD REVISION 2ND REVISION CITY OF ATLANTIC pEACH IST REVISION SEE PERMITS FOR ADDITIONAL ISSUE DATE JUNE _, 2018 PROJECT NUMBER 20180402 REiQUIREkAENTS AND CONDITIONS ELECTRICAL LEGEND, NOTES, AND RISERS REVIEWED BY "' DATE:_! �bt'rjl EI i. 1 i