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1751 WP Ball Blvd -BC12-000409 (ULTA) (THE MARKETPLACE AT SEMINOLE TN CNTR) (A)I List Of Abbreviations AUTO AUTOMATIC I I Il m0 1: � 1 „1, I 1 111 I I Legal Description MIN MINIMUM, MINUTE N s A A/C AIR CONDITION E EL ELEVATION L LAV LAVATORY S SC SOLID CORE FIRE ALARM HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT AB ANCHOR BOLT ELEC ELECTRICAL LBL LABEL SCHED SCHEDULE THE PARCEL INCLUDED IN THIS ASSESSMENT ARE LOCATED AT 1101-2251 WP BALL RELATED TO THIS PROJECT. ACT ACOUSTICAL CEILING TILE ELEV ELEVATOR LBS POUNDS SCP SCUPPER BOULEVARD, IN SANFORD, FLORIDA, AND IDENTIFIED AS BEING INCLUDED IN THE 9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED AD ADJUSTABLE, ADJACENT EMER EMERGENCY LF LINEAR FEET SD SOAP DISPENSER MARKETPLACE AT SEMINOLE TOWN CENTER. THE PROPERTY IS SITUATED TO THE WEST CONTACT: DALE MENNINGER AFF ABOVE REF FINISHED EQ EQUAL LT WT LIGHT WEIGHT SEAL SEALANT OF INTERSTATE 4, AND ADJACENT TO STATE ROAD 417 TO THE NORTH. THE PROPERTY IS ENGINEER: 1925 PROSPECT AVE FLOOR (SLAB) EQUIP EQUIPMENT SUSP SUSPENDED SECT SECTION INCLUDED IN SECTION 32, TOWNSHIP 19, RANGE 30 OF NORTHERN SEMINOLE COUNTY. Il . 1 Il ' 11 � I.I �: AHU AIR HANDLER UNIT ESC ESCALATOR M MAS MASONRY SF SQUARE FEET THE CURRENT OWNER IS LISTED AS NAP SEMINOLE MARKETPLACE, LLC. 1. I 1 III: u �ulp�I ALT ALTERNATE EWC ELECTRIC MAX MAXIMUM SHT SHEET METAL �I .1,411N •. 1, . ALUM ALUMINUM h Y 111 til 1JN d a Im�r ull . WATER COOLER MECH MECHANICAL SIM SIMILAR PARCELS: 32-19-30-503-0000-0090 AND 32-09-30-503-0000-070 (407) 661-9101 FAX ANOD ANODIZED EXIST EXISTING MFR MANUFACTURER SPEC SPECIFICATION BUILT UP ROOF . a,.. APPROX APPROXIMATE EXP' EXPANSION MH MANHOLE SS STAINLESS STEEL, TONGUE & GROOVE I - 11^, 1.. ARCH ARCHITECT EXT EXTERIOR MIN MINIMUM N SERVICE SINK NOT IN CONTRACT Legend_ X -- GRID DESIGNATION BUILDING SECTION A301-2 A301-2 102 ROOM NUMBER SHEET NUMBER --SECTION NUMBER 102A DOOR NUMBER !!.A�, 0 WALL SECTION A302-3 SHEET NUMBER SECTION NUMBER O WINDOW TYPE ® STOREFRONT TYPE A501-6 _ n SECTION DETAIL 7 � SHEET NUMBER DETAIL NUMBER f WALL TYPE ( KEY NOTE A888-88 DETAIL REFERENCE ® REVISION NUMBER SHEET NUMBER DETAIL NUMBER OL TO SOMETHING ELEVATIONS TAGS ''? EXTERIOR ELEVATION XX -XX A201-2 o MARKERS SHEET NUMBER ELEVATION NUMBER SPOT ELEVATION TAG • 1^ 4MARKERS A401 2 INTERIOR ELEVATION N NORTH ARROW SHEET NUMBER 3 ELEVATION NUMBER IN BRICK ° , . ° CONCRETE PLYWOOD O BOARDM O0 FIRAINAGE LL LLLLi 11 RMR MASONRY ������ COMPACTED STEEL INSULATION BOARD EARTH Project Description INTERIOR SHELL BUILD- OUT TO AN EXISTING BUILDING: THESE PLANS INDICATE THE CONSTRUCTION OF A RETAIL SHELL INTERIOR IN AN EXISTING BUILDING THAT IS BEING INTO TWO TENANT SPACES, THESE PLANS ARE FOR THE SHELL WORK ONLY, THE INTERIOR WILL BE COMPLETED UNDER A SEPARATE PERMIT. Vicinity Ma N INN ,. ~N� ,. J a� , 1� I G II , Ihti1l Via. 'li a L:,rh 1 II P.. 11 11 1N r�IIICIIYIIrllll'.,::°IIV'N IIIVh�TMa'I' mII IIVId,IT,4Ih11 1 I I r.• ��. .. fll. II:4.. IV la. I AUTO AUTOMATIC I I Il m0 1: � 1 „1, I 1 111 I I , I N , J: w. :. MIN MINIMUM, MINUTE N s STD STANDARD N I I �---�^^I--w- I 1 11 ;l lu• III ,,,1:. � u,1.fi L...,.,.o„ 1 .':::'16„ �,; ,„^I",,.:., 6,i " I,.I: 1' ,.I,a11,u , � 1N y. ,., :ll I ,1.: , . ��Y„ 1Nw 1�1. x.. WdINNh I ul, 1 I"4 �, F FACP FIRE ALARM HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT MISC MISCELLANEOUS I STL STEEL B BO BOTTOM OF RELATED TO THIS PROJECT. ..,I,V�. V :..i�:,: L,!�, u1W �" �.+x. I VMI I��1� I ,.�.,1 ry w, . I: NRI, ..., � ..L,� I r», 1 kV ,: II i" 9 ,,, IId � I Ir I���J. MIf1�,4,' „, hI„w:r, ,, I„ „.ti I,:` ,V ,✓" ..1h, .,,: s N.., Ir..,.... `"r...l .�` , ur�.. VVI �: k. 1 11„p 6�1, µ1 VIlP k„1 tl Yn k,.l juI'.:I�� .e INTI fi ,,;,.� III11011.x:1;111, � >a IN..E+ hdti ...1,Ntl. 7 s I.L. fi4�lNII CONTROL PANEL ENGINEER: 1835 EDGEWATER DR MLDG MOLDING ORLANDO, FLORIDA 32803 STOR STORAGE 9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED BD BOARD DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS FD FLOOR DRAIN ,. 111 h Y , ,1w^I,,, ,.. , Iw., °rylr,l ... ..� , II. 1 .I,...„„ V�. p�..,d II. wa, �I� ,:,,... r 1 11,.:.:6 rwlVdHl c. ,.....IP..,YI�T 1 . ..1,11 . � u.. , aII ,. 1 x. V.,1 �: , R, "�,., J'il'. ^�,I1�.,d,.l„ ry�� .:,,. ,ur „I „�. .,..� ,,v6 � ry ,,.. „1 ���,�� 1� .,, tll1. 11� I � ,,:,N,� tl.w J� rK, ,. ,,�... ;4� VII�hIIILNl1 �1 ��yy I I TTM 18 �� 4�:F1�:. �: 'i, 0t1 MCI MASONRY OPENING CONTACT: DALE MENNINGER STRUC STRUCTURAL REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED, BLDG BUILDING IgE FDN FOUNDATION ENGINEER: 1925 PROSPECT AVE MR MOISTURE RESISTANT 11r SUSP SUSPENDED . 1 : m li L1 BM BEAM Il . 1 Il ' 11 � I.I �: FIN FINISHED 61 rl, 1r ..,ll , ' '.1V MTD MOUNTED MECHANICAL GENERAL INFORMATION SY SQUARE YARD 1. I 1 III: u �ulp�I BRG BEARING v- � r „ 1 N 1 FLR FLOOR ,1I .111^, 11,. 1,�,1 I 0 ...J 1 I III MTL METAL �I .1,411N •. 1, . � I I r. I.. � : I I�u h Y 111 til 1JN d a Im�r ull . ,. ,1 ?M 1 z r1Pdt'N"'1 r ull,h. : VI u 1 fi V w �, BTM BOTTOM a FR FIRE RESISTANT (407) 661-9101 FAX MUL MULLION T T TREAD rd I BUR BUILT UP ROOF . a,.. FR -S FIRE -RETARDANT Is.�J'. � 12. ALL DIMENSIONS ARE TO FACE OR CENTERLINE IF STUD, FACE OF I , T&G TONGUE & GROOVE I - 11^, 1.. : 1 1 1 � N1. :, . �, N � . dI1 111 y, 111." .11 X1,1 .11,,1 1u11 1 .. NI 1.1 1 � WOOD TREATMENT N NIC NOT IN CONTRACT I TBL TABLE C CB CATCH BASIN 11 1 ., � II 1.11. FT FEET, FOOT N. I,.mlm. NI o: NI i11, 1 w11 r✓ 'w JII .11.11. dl.' I� 9 .Iry 1 117 4111,m. 1 � 11 NOM NOMINAL TELE TELEPHONE I I CG CORNER GUARD I 1 1 1 pp FTG FOOTING IrvJV1 1 1 w NTS NOT TO SCALE TEMP TEMPERED 1 :111 IIII Cl CAST IRON II W„ , 111, X641 1„1�I 1I11,z.111NI: d11� FURR FURRING �N.,,, , Ih ,11 I 1 11 ,»,,.I , 111 111 . . II 11 �tlIIp.11111 1 leu THK THICK � � I 1 CJ CONTROL JOINT rn 1n . ' I^11 FUT FUTURE 0 OC ON CENTER r ^ „1111. 1 mrA!,':d1�1 a a kl,l 11 , r 1 TLT TOILET 1 ^1 W,.x11 111 1 (f1,. 1111, 1 CL CENTER LINE I'.1. Ill N� ., •'irr 1�1 .1 1^WIIIIIIIIp 1 gIr1�7 OD OUTSIDE DIAMETER Ir . ald ., TO TOP OF ,Ill fil�fi CLG CEILING G GA GAUGE OPP OPPOSITE TPD TOILET PAPER CLO CLOSET GAL GALLON OVFL OVERFLOW DISPENSER CLR CLEAR GALV GALVANIZED TS TUBE STEEL CMU CONCRETE GB GRAB BAR P PL PLATE TV TELEVISION MASONRY UNIT GC GENERAL CONTRACTOR PLAM PLASTIC LAMINATE TYP TYPICAL CO CLEAN OUT GYP GYPSUM PLAS PLASTER COL COLUMN PLBG PLUMBING U LION UNLESS OTHER - CONIC CONCRETE H HB HOSE BIBB PLWD PLYWOOD WISE NOTED CONST CONSTRUCTION HC HOLLOW CORE PNL PANEL UTIL UTILITY CONT CONTINUOUS HDW HARDWARE PR PAIR CONTR CONTRACTOR HM HOLLOW METAL PREFAB PREFABRICATED V VB VINYL BASE CORR CORRIDOR HORIZ HORIZONTAL PT POINT VCT VINYL COMPOSITE TILE CT CERAMIC TILE HR HOUR PT PRESSURE TREATED VERT VERTICAL CTR CENTER HT HEIGHT PTD PAPER TOWEL DISPENSER VEST VESTIBULE CU CONDENSING UNIT HTG HEATING PVC POLY VINYL CLORIDE VIF VERIFY IN FIELD CW COLD WATER HVAC HEATING, VENTILATING VTR VENT THRU ROOF & AIR CONDITIONING Q QT QUARRY TILE VWC VINYL WALL COVERING D DBL DOUBLE HW HOT WATER DEPT DEPARTMENT R R RADIUS, RISER, W W WIDTH DET DETAIL I ID INSIDE DIAMETER THERMAL RESISTANCE W/ WITH DF DRINKING FOUNTAIN IN INCH RD ROOF DRAIN W/O WITHOUT DIA DIAMETER INCL INCLUDING RECP RECEPTACLE WC WATER CLOSET DIM DIMENSION INSUL INSULATION REF REFERENCE WD WOOD DISP DISPENSER INT INTERIOR REFR REFRIGERATOR WH WATER HEATER DN DOWN INV INVERT REG REGLET Will WATERPROOF DS DOWNSPOUT REINF REINFORCEMENT WT WEIGHT DWG DRAWING J JAN JANITOR REQ REQUIRED WWF WELDED WIRE FABRIC JB JUNCTION BOX REV REVISION WWM WELDED WIRE METAL E EA EACH JT JOINT RM ROOM EB EXPANSION BOLT RND ROUND Y YD YARD EIFS EXTERIOR INSULATING L L LENGTH RO ROUGH OPENING FINISH SYSTEM LAM LAMINATE RTU ROOF TOP UNIT EJ EXPANSION JOINT Legend_ X -- GRID DESIGNATION BUILDING SECTION A301-2 A301-2 102 ROOM NUMBER SHEET NUMBER --SECTION NUMBER 102A DOOR NUMBER !!.A�, 0 WALL SECTION A302-3 SHEET NUMBER SECTION NUMBER O WINDOW TYPE ® STOREFRONT TYPE A501-6 _ n SECTION DETAIL 7 � SHEET NUMBER DETAIL NUMBER f WALL TYPE ( KEY NOTE A888-88 DETAIL REFERENCE ® REVISION NUMBER SHEET NUMBER DETAIL NUMBER OL TO SOMETHING ELEVATIONS TAGS ''? EXTERIOR ELEVATION XX -XX A201-2 o MARKERS SHEET NUMBER ELEVATION NUMBER SPOT ELEVATION TAG • 1^ 4MARKERS A401 2 INTERIOR ELEVATION N NORTH ARROW SHEET NUMBER 3 ELEVATION NUMBER IN BRICK ° , . ° CONCRETE PLYWOOD O BOARDM O0 FIRAINAGE LL LLLLi 11 RMR MASONRY ������ COMPACTED STEEL INSULATION BOARD EARTH Project Description INTERIOR SHELL BUILD- OUT TO AN EXISTING BUILDING: THESE PLANS INDICATE THE CONSTRUCTION OF A RETAIL SHELL INTERIOR IN AN EXISTING BUILDING THAT IS BEING INTO TWO TENANT SPACES, THESE PLANS ARE FOR THE SHELL WORK ONLY, THE INTERIOR WILL BE COMPLETED UNDER A SEPARATE PERMIT. Vicinity Ma N INN ,. ~N� ,. J a� , 1� I G II , Ihti1l Via. 'li a L:,rh 1 II P.. 11 11 1N r�IIICIIYIIrllll'.,::°IIV'N IIIVh�TMa'I' mII IIVId,IT,4Ih11 1 I I r.• ��. .. fll. II:4.. IV la. I , :I41:�IIfil1I1m1111 N d::1,1 ,I Y � I J , I rI1 r I I Il m0 1: � 1 „1, I 1 111 I I , I N , J: w. :. 1 1 I �u IN fib 1 I .: 1 1.1 I. 1 I 1 rl, 1 N s 11 1 I1 � III f t, � ','. �: fi ,:.. , 1 I � IN I rw ,,...,rw1,� N I I �---�^^I--w- I 1 11 ;l lu• III ,,,1:. � u,1.fi L...,.,.o„ 1 .':::'16„ �,; ,„^I",,.:., 6,i " I,.I: 1' ,.I,a11,u , � 1N y. ,., :ll I ,1.: , . ��Y„ 1Nw 1�1. x.. WdINNh I ul, 1 I"4 �, DEMOLITION PLAN X ACTUAL HEIGHT AND AREA: HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT General Notes „ I X � .� CLIENT: WEINGARTEN REALTY INVESTORS STRUCTURAL MCELROY ENGINEERING RELATED TO THIS PROJECT. ..,I,V�. V :..i�:,: L,!�, u1W �" �.+x. I VMI I��1� I ,.�.,1 ry w, . I: NRI, ..., � ..L,� I r», 1 kV ,: II i" 9 ,,, IId � I Ir I���J. MIf1�,4,' „, hI„w:r, ,, I„ „.ti I,:` ,V ,✓" ..1h, .,,: s N.., Ir..,.... `"r...l .�` , ur�.. VVI �: k. 1 11„p 6�1, µ1 VIlP k„1 tl Yn k,.l juI'.:I�� .e INTI fi ,,;,.� III11011.x:1;111, � >a IN..E+ hdti ...1,Ntl. 7 s I.L. fi4�lNII 2720 E. COLONIAL DRIVE ENGINEER: 1835 EDGEWATER DR X ORLANDO, FLORIDA 32803 ORLANDO, FL 32804 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, 9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED (407) 894-3601 PHONE (407) 245-8775 PHONE DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS SHALL BE APPROPRIATELY SEALED WITH FIRE STOP SEALANT TO (407) 563-1199 FAX ,. 111 h Y , ,1w^I,,, ,.. , Iw., °rylr,l ... ..� , II. 1 .I,...„„ V�. p�..,d II. wa, �I� ,:,,... r 1 11,.:.:6 rwlVdHl c. ,.....IP..,YI�T 1 . ..1,11 . � u.. , aII ,. 1 x. V.,1 �: , R, "�,., J'il'. ^�,I1�.,d,.l„ ry�� .:,,. ,ur „I „�. .,..� ,,v6 � ry ,,.. „1 ���,�� 1� .,, tll1. 11� I � ,,:,N,� tl.w J� rK, ,. ,,�... ;4� VII�hIIILNl1 �1 ��yy I I TTM 18 �� 4�:F1�:. �: 'i, 0t1 AND CONDITIONS IN THE FIELD, IF ANY DISCREPANCY OCCURS, THE MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE CONTACT: DALE MENNINGER CONTACT: CRAIG MCELROY CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED, ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC ELECTRICAL CUHACI & PETERSON, ARCHITECTS, LLC IgE 1925 PROSPECT AVE ENGINEER: 1925 PROSPECT AVE 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS .1 1 11111 �, utl rI :+ r�.^., '1 ';."' 1 ;., a. ,... 1 %N w �lfi IwN1 .I ,U�u1:11.rvm...,,r I ..w�^L 1 k, , , fit 1 ,:, 1 „ �.... ... 1 Jti1 ,.:1 k11 .: , 1111 � ,.ra 1, 1 4 x`1111, w• I ..1 � �d 11r , V I .^ 1 , h'+.1 . 1 : m li L1 I�II�s.,11 „�. 111 rr, 1 , I I 11::1111 � N u Il . 1 Il ' 11 � I.I �: , : .Jl,, 111.1 JIT ,.11^. I ^ 1 �� 61 rl, 1r ..,ll , ' '.1V INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED. MECHANICAL GENERAL INFORMATION ....,.::VII .1. ^: N �.. L r I�u 1 .. :. i +II,,, 1 � II' I � 1,111. wU fi I 11111 1 : .,. Ifil Mtt , , u.11 I. u1 � � N,4..au1, 1 1 111, 1111 y ,,,1,111 „ l� II 1„ 1 I 1 1 m 1. I 1 III: u �ulp�I 1 I.r J� I I. i lu 11 , III v- � r „ 1 N 1 I 1,.I. , � 1 � 1.,1 � I1 1 �1' I. I I 11111 ,1I .111^, 11,. 1,�,1 I 0 ...J 1 I III w �J 1 �1.,: , ,� d. N � � I c1J,r. II:1 ,,L.IN,V :.. 1��,: 11 I , 1 , a VUN II :IGT JIIr 1 �I 1 �1 N Ips I 11, 1'11 Y �I .1,411N •. 1, . � I I r. I.. � : I I�u h Y 111 til 1JN d a Im�r ull . ,. ,1 ?M 1 z r1Pdt'N"'1 r ull,h. : VI u 1 fi V w �, (407) 661-9100 PHONE a INTEGRITY OF THE WALL TO THE COMPLETE REQUIREMENTS OF THE �q (407) 661-9101 FAX ,r 1 r I1 UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY I CONTACT: JOSEPH KEENE, "JOE" V':1 rd I 'Irr11 �p Ps I M'4�1 � 1 , „ .,... ... , . a,.. 11 1 n '✓,� Is.�J'. � 12. ALL DIMENSIONS ARE TO FACE OR CENTERLINE IF STUD, FACE OF I , I 11. � 1 I: I - 11^, 1.. : 1 1 1 � N1. :, . �, N � . dI1 111 y, 111." .11 X1,1 .11,,1 1u11 1 .. NI 1.1 1 � 1 1,111 11�+ 1 11.11, I G 1 11 s 1 11 u 1 1611.1 1111 ^, ,1 1I 11 : 1 II a. 11 1 .:111 � ^ 11 11 1 ., � II 1.11. � „x. 1 ,1r X1,1: m I 6 rvl: 1 u X11 n 4. 111x111 �, �'i:9rv1 N. I,.mlm. NI o: NI i11, 1 w11 r✓ 'w JII .11.11. dl.' I� 9 .Iry 1 117 4111,m. 1 � 11 I I Iol 1 7 I I 1 I pp 111 61:1 ,EI I d �{ ,x I 1 1 1 pp I , 1. 11, ,: 11 I 1 J8" Y y N�,1, 1%1111. 1 ,N 1 1�1 I IrvJV1 1 1 w � �rc. I 1 111111 � 1 011:"::1,: tl u11111 ...111 I r 1 I � u 1111 pp I I � vu• 111...,. J1 , .11..1. ,.INs: -,1,1111 Y191 � Nl NII 1 :111 IIII ^ ...,.::JIT II W„ , 111, X641 1„1�I 1I11,z.111NI: d11� 1 1I �N.,,, , Ih ,11 I 1 11 ,»,,.I , 111 111 . . II 11 �tlIIp.11111 1 leu 7 I r .I Y ^ � � I 1 1 111 ryry, , rn 1n . ' I^11 .rc1 r�rl I1 I� ::�. � IIu1 IIIIIIIIIti G :. ,1•,,k 111 * J„111, N..r +'r,; w, I: N� �...._. r ^ „1111. 1 mrA!,':d1�1 a a kl,l 11 , r 1 ,x11 � �I I tlI, �hP Ill 1„ „ ^. ,: :: � 1 1 ^1 W,.x11 111 1 (f1,. 1111, 1 .I , ml 11 I'.1. Ill N� ., •'irr 1�1 .1 1^WIIIIIIIIp 1 gIr1�7 1 duY1:�,1':11 I IYrrcI,�Ir11 �,V6 1 „1JIh I 1 TVI J filo"?!',:;,., Ir . ald ., I� 1 1 Y:.1 Y I uy,!I��I1"�: X11 P� Ifi,�1 Pd@� Ik... � 1, ,Ill fil�fi 4 , r, 1111 ^, 11.1. „'. I,1� I,r W , rq P NIIY :rq':1'I" VIII h 11 1HIM n : PROJECT SITE / Code Information JURISDICTION AUTHORITY CITY OF SANFORD 300 N PARK AVE SANFORD, FL 32771 PHONE: (407) 688-5150 FAX: (407) 688-5152 PERMIT SETS REQUIRED: 5 SIGNED/SEALED SETS REQUIRED PRODUCT APPROVALS REQUIRED: SEE "FLORIDA PRODUCT APPROVAL NUMBERS", THIS SHEET ADOPTED CODES BUILDING: FBC BUILDING - 2007 W/ 2009 SUPPLIMENTALS FIRE: FBC FIRE PREVENTION CODE - 2007 CHAPTER 36- (NFPA 101- W/ FLORIDA AMENDMENTS) PLUMBING: FBC PLUMBING - 2007 W/ 2009 SUPPLIMENTALS MECHANICAL: FBC MECHANICAL - 2007 W/ 2009 SUPPLIMENTALS ELECTRICAL:FBC ELECTRICAL - 2007 W/ 2009 SUPPLIMENTALS CHAPTER 27- (NFPA 70, NATIONAL ELECTRIC CODE 2008) FUEUGAS: FBC FUEUGAS - 2007 W/ 2009 SUPPLIMENTALS ACCESSIBILITY: FBC ACCESSIBILITY CODE - 2007 W/ 2009 SUPPLIMENTALS CHAPTER11 ENERGY: FBC ENERGY CODE - 2007 W/ 2009 SUPPLIMENTALS CHAPTER 13 LIFE SAFETY: FBC NFPA LIFE SAFTEY CODE The Marketplace a t ,minole Towne Center Sanford, FL Drawing Index SHEET N0. TITLE Q NEW BUILDING AND CONSTRUCTION DATA ® OCCUPANCY CLASSIFICATION: MERCANTILE, GROUP M C VER HEET 0 S CONSTRUCTION TYPE (FBC TABLE 600): TYPE V, UNPROTECTED, FULLY SPRINKLERED LIFE SAFETY PLAN X MAXIMUM HEIGHT AND AREA ALLOWABLE (FBC TABLE 500): HEIGHT - 65'-0" TOTAL AREA - 42,000 SQ FT DEMOLITION PLAN X ACTUAL HEIGHT AND AREA: HEIGHT - 33'-3" TOTAL AREA -18,155 SQ FT General Notes A2 Contact Information X 1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES 8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL CLIENT: WEINGARTEN REALTY INVESTORS STRUCTURAL MCELROY ENGINEERING RELATED TO THIS PROJECT. EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. 2720 E. COLONIAL DRIVE ENGINEER: 1835 EDGEWATER DR X ORLANDO, FLORIDA 32803 ORLANDO, FL 32804 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, 9. ALL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE REQUIRED (407) 894-3601 PHONE (407) 245-8775 PHONE DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS SHALL BE APPROPRIATELY SEALED WITH FIRE STOP SEALANT TO (407) 563-1199 FAX (407) 245-8744 FAX AND CONDITIONS IN THE FIELD, IF ANY DISCREPANCY OCCURS, THE MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE CONTACT: DALE MENNINGER CONTACT: CRAIG MCELROY CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED, ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC ELECTRICAL CUHACI & PETERSON, ARCHITECTS, LLC IgE 1925 PROSPECT AVE ENGINEER: 1925 PROSPECT AVE 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS 10. ALL STEEL PENETRATIONS THAT OCCUR WHERE FIRE RATINGS ARE ORLANDO, FL 32814 (407) 661-9100 PHONE ORLANDO, FL 32814 (407) 661-9100 PHONE NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY. REQUIRED SHALL BE APPROPRIATELY SEALED WITH FIRE STOP (407) 661-9101 FAX (407) 661-9101 FAX 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND SEALANT TO MAINTAIN THE INTEGRITY OF THE WALL TO THE COMPLETE REQUIREMENTS OF THE UNDERWRITER'S LABORATORY OR CONTACT: JOSHUA E. INMAN CONTACT: EUGENIO DE ALBA, "GADY" INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING GYPSUM ASSOCIATION ASSEMBLY IDENTIFIED. MECHANICAL GENERAL INFORMATION X FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION. MECHANICAL FLOOR PLAN X MECHANICAL CUHACI & PETERSON, ARCHITECTS, LLC MECHANICAL ROOF PLAN 11. WHERE WALLS ARE INDICATED TO BE EXTENDED FROM FLOOR TO ENGINEER: 1925 PROSPECT AVE 5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL ROOF DECK WHERE FIRE RATINGS ARE REQUIRED SHALL BE ORLANDO, FL 32814 CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID. APPROPRIATELY SEALED WITH FIRE STOP SEALANT TO MAINTAIN THE (407) 661-9100 PHONE CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO. INTEGRITY OF THE WALL TO THE COMPLETE REQUIREMENTS OF THE E-1 (407) 661-9101 FAX X UNDERWRITER'S LABORATORY OR GYPSUM ASSOCIATION ASSEMBLY ELECTRICAL SPECIFICATIONS CONTACT: JOSEPH KEENE, "JOE" 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT IDENTIFIED. X E-4 DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN X E-5 ELECTRICAL PANEL SCHEDULE APPROVAL FROM THE ARCHITECT. 12. ALL DIMENSIONS ARE TO FACE OR CENTERLINE IF STUD, FACE OF MASONRY AND CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED. 7. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE FACILITY AS PLANNED. The Marketplace a t ,minole Towne Center Sanford, FL Drawing Index SHEET N0. TITLE Q ARCHITECTURAL ® o C VER HEET 0 S X All LIFE SAFETY PLAN X AO.2 DEMOLITION PLAN X Al FLOOR PLAN LAN X A2 ROOF PLAN X A3 DETAILS X A4 UL DETAILS X A5 UL DETAILS X • STRUCTURAL _V S-1.0 GENERAL NOTES X W PLUMBING o IgE PO PLUMBING GENERAL INFORMATION X P1 PLUMBING PLAN X �ao � MECHAINCAL MO MECHANICAL GENERAL INFORMATION X M1 MECHANICAL FLOOR PLAN X M2 MECHANICAL ROOF PLAN X ELECTRICAL E-1 ELECTRICAL LEGEND, and DETAILS X E-2 ELECTRICAL SPECIFICATIONS X E-3 ELECTRICAL POWER PLAN X E-4 ELECTRICAL LIGHTING PLAN X E-5 ELECTRICAL PANEL SCHEDULE X FLORIDA PRODUCT APPROVAL NUMBERS STATE OF FLA. PRODUCT CATEGORY SUB CATEGORY j PROD. APPROV. N0. REMARKS ROOFING TPO Single Ply MIAMI-DADE NOA G.A.F. MATERIALS CORP. 09-0226,05 TPO SINGLE PLY ROOF SYSTEM LA. �1 SAWORO SUILI7ING DEP"r" CQNDITIONO' -°� `I"TFIR5V PLANS Alar REVIEWED AIT j SHALT. VI L'RMI"C. A pSIRMIT 0 pVkOJ EEO WITH ACCCPTEO Ef�R i' `. A UG1E N` [-Z Tt7 I?F OO VIOI_AT CONSTPU5-0 TO c3 ASI%s ANY OF TA `rl,AE, \NORK ANIS NC-)' A`� AUTHCiF29TY TC3 c C L.. At Ti � Fa SCT COE) s, �ial� SHAD f.AN .c, , NS Lor' Vit. yt cHN9CAl_ TH5 8UL,' rN� PRt�.V; ,t) _ 03 I''Ef�'Iv2P f fi'F2EVE`Ni IS-�UAll' O- riErt i Fi u9�'1NG A CaI DEPT m"OIM � ON THS PLANS, CONST''RMC TON OF 1 FiFa , 3R (D1I It ✓IG 9,,A71Gahhf GAS 7k?c' sof, i ® o 4� a00 d- � tL7 _ en O_ Fes-+ •� w'� U Cr '8 • _V u w W o IgE �ao � LA. �1 SAWORO SUILI7ING DEP"r" CQNDITIONO' -°� `I"TFIR5V PLANS Alar REVIEWED AIT j SHALT. VI L'RMI"C. A pSIRMIT 0 pVkOJ EEO WITH ACCCPTEO Ef�R i' `. A UG1E N` [-Z Tt7 I?F OO VIOI_AT CONSTPU5-0 TO c3 ASI%s ANY OF TA `rl,AE, \NORK ANIS NC-)' A`� AUTHCiF29TY TC3 c C L.. At Ti � Fa SCT COE) s, �ial� SHAD f.AN .c, , NS Lor' Vit. yt cHN9CAl_ TH5 8UL,' rN� PRt�.V; ,t) _ 03 I''Ef�'Iv2P f fi'F2EVE`Ni IS-�UAll' O- riErt i Fi u9�'1NG A CaI DEPT m"OIM � ON THS PLANS, CONST''RMC TON OF 1 FiFa , 3R (D1I It ✓IG 9,,A71Gahhf GAS 7k?c' sof, i EXISTING ELECTRICAL ROOM EXISTING TO REMAIN EMERGENCY LIGHT IN - HALLWAY 101 FE TRAVEL DISTANCE 84' LOADING AND UNLOADING ONLY, NO STORAGE ALLOWED A av 1 HOUR RATED WALL TO EM EM EX 1 HOUR RATED WALL EXISTING TO REMAIN EMERGENCY LIGHT .,i CAI01I1AU CAI1 019 165 ..., � TRAVEL TRAVEL DISTANCE 84' POINT OF ORIGIN POINT OF ORIGIN 1 FEES SALES L 100 NOTE: EXISTING FIRE EXTINGUISHERS TO REMAIN, REMOVE AND STORE AS NEEDED DURING DEMOLITION AND CONSTRUCTION. REINSTALL PRIOR TO COMPLETION OF CONSTRUCTION, IN ACCORDANCE WITH NFPA 10. 2 Fire Extinguisher Detail Scale NTS PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED WALL MOUNTED FIRE EXTINGUISHER AMEREX MODEL # B260 WITH MOUNTING BRACKET LOCATED IN STOCK. (MARKED FE) IN OTHER AREAS AS INDICATED ON THE PLANS PROVIDE TYPE BC DRY CHEMICAL BY AMEREX'4A:80B:C' OR EQUAL FIRE EXTINGUISHER WITH MOUNTING BRACKET (MARKED FE) (COORDINATE LOCATIONS WITH FIRE MARSHAL) FINISH FLOOR EXTENT OF WORK TRAVEL DISTANCE 84' o i EX --->0 ._.... 345 Legend SYMBOL DESCRIPTION SYMBOL DESCRIPTION EX EXIT LIGHT O 1 HR RATED WALL EM EMERGENCY LIGHTING WALL PACK a MAXIMUM EGRESS PATH FE FIRE EXTINGUISHER, WALL MOUNTED (F.E.) RE: NFPA, All 11-2 170 EGRESS CAPACITY (PEOPLE) TO THE EXTERIOR OF THE BUILDING General Notes: 1. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL SPRINKLER AND FIRE PROTECTION EQUIPMENT INFORMATION. GENERAL LIFE SAFETY NOTES: N Lu H o N O Z o 1) PROVIDE GRAPHIC EMERGENCY EVACUATION ROUTE DIAGRAMS FOR ALL w W tap Y a REQUIRED OCCUPIED SPACES CLEARLY DESIGNATING THE EXIT ROUTE v TO THE EXTERIOR OF THE BUILDING 2) PROVIDE LL SPACES WITH AN CCUPANT A SIGNAGE ER 00 OR MOREPERSONS AS PD THESE LIFE SAFETY OCCUPANT LOAD OFMUM 100 DOCUMENTS. 3) PROVIDE ROOM IDENTIFICATION SIGNAGE WITH RAISED BRAILLE IN THE FOLLOWING QUANTITIES: PROVIDE ONE SIGN FOR EACH DOOR LOCATION LEADING INTO EACH ROOM. 4) OCCUPANT LOAD CRITERIA FOR LIFE SAFETY PER 2007 FBC WITH 2009 FIRE RESISTANCE REVISIONS EXTERIOR WALLS (TABLE 602) FIRE SEPARATION DISTANCE < 5 FT = 3 HR EXT WALL INTERIOR FINISHES, FBC 803 A. STORAGE: CALCULATED AT (300) GROSS SQUARE FEET PER PERSON. FIRE SEPARATION DISTANCE > 5 FT < 10 FT = 2 HR EXT WALL B. MERCANTILE: CALCULATED AT (30) NET SQUARE FEET PER PERSON. FIRE SEPARATION DISTANCE > 10 FT < 20 FT = 2 HR EXT WALL CLASSIFICATION, FBC 803.1 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 MEANS OF EGRESS FBC CHAPTER 10 FIRE SEPARATION DISTANCE > 20 FT < 30 FT =1 HR EXT WALL B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 FIRE SEPARATION DISTANCE > 30 FT = NOT RATED C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 OCCUPANT LOAD, FBC TABLE 1004.1 MERCANTILE - M OCCUPANCY (MERCANTILE M, SPRINKLERED) EXITS - CLASS B BASEMENTIGRADE AREAS, OPEN TO PUBLIC 1 PERSON 130 NET SQ. FT. MATERIALS/CONSTRUCTION (FBC 708) TABLE FBC 803.5 ACCESS - CLASS B TRAVEL DISTANCE (SPRINKLERED) 250 FT. OTHER SPACES - CLASS C EGRESS WIDTH/PERSON SERVED 0.2"- LEVEL SINGLE OCCUPANCY BUILDINGS TENANTS SEPARATED BY 1 -HOUR MINIMUM CLEAR OPENING DOORS 32' FIRE PROTECTION SYSTEMS FBC 903, 905 MINIMUM NUMBER OF EXITS, FBC 1018.1 2 WHEN OCCUPANT LOAD 1-500 PERCENTAGE OF OPENINGS (FBC TABLE 704.8) 0 TO 3 FT NOT PERMITTED 3 WHEN OCCUPANT LOAD 500-1,000 DISTANCE FROM PROPERTY LINES > 3 TO 5 FT NOT PERMITTED SPRINKLERS, FBC 903 DESIGN STANDARD NFPA 13 4 WHEN OCCUPANT LOAD MORE THAN 1,000 EXTERIOR WALLS - MAX. OPENING (UNPROTECTED) > 5 TO 10 FT 10% > 10 TO 15 FT 15% OCCUPANCY REQUIREMENTS FBC 903.2.6 WHERE A GROUP M FIRE AREA EXCEEDS 12,00 SF. CALCULATED OCCUPANT LOAD: ULTA > 15 TO 20 FT 25% CALCULATED OCCUPANT LOAD: > 20 TO 25 FT 45% MERCANTILE 10,365 SF/30 = 346 PEOPLE > 25 TO 30 FT 70% FIRE ALARMS, FBC 907 MANUAL FIRE ALARM REQUIRED FOR > 30 FT NO LIMIT SINGLE STORY OCCUPANCY> 500 LOADINGIUNLOADING AREA TOTAL OCCUPANTS: ULTA - 346 PEOPLE STORAGE 6,955 SF/300 = 23 PEOPLE CALCULATED FIRE RESISTANCE, FBC 721 EXIT WIDTH AREA REQUIRED - 70"346X.2) EXIT WIDTH AREA PROVIDED -100 Total: 369 PEOPLE CONCRETE WALLS (MIN. 4 HOUR = 7" (SILICEOUS GRAVEL) EXITS REQUIRED - 2 EQ. THICKNESS), FBC TABLE 721.1.1 1 HOUR = 3.5" (SILICEOUS GRAVEL) EXITS PROVIDED - 2 LOADING/UNLOADING AREA - 23 PEOPLE EXIT WIDTH AREA REQUIRED - 4.6" (23X.2) EXIT WIDTH AREA PROVIDED - 32" EXITS REQUIRED -1 EXITS PROVIDED - 2 Z Lu L N Lu H o N O Z o ZE w W tap Y a v ..: , I. w I I� LL A01 91o!or aou!!!um o!IIo u I. YI __ fI:! 01 Lul j, q B A02 I O 01 93 II IliO PORTION OF TILT PANEL TO BE i zi A04 I JI DEMOLISHED FOR LOUVERS. '°" 'I' I LuI I I RE: STRUCTURAL, AND �I( III o MECHANICAL FOR ADDITIONAL I QI INFORMATION. Demolition Plan Legend U GENERAL DEMOLITION N TE G: 0 S r — — —, ITEMS TO BE REMOVED �i L — ""'J 1. ALL ITEMS ARE EXISTING AND TO REMAIN U.O.N. Z a� EXISTING ITEMS 2. GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS PRIOR TO �a DEMOLITION, DISCREPANCIES BETWEEN DESIGN AND EXISTING 00 00 CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH WORK. 3. PATCH AND REPAIR FLOOR AND WALLS THAT ARE DAMAGED IN THE PROCESS OF DEMOLITION. 0 4. RE: PLUMBING AND ELECTRICAL PLANS FOR ADDITIONAL U DEMOLITION REQUIREMENTS. Lu 5. REMOVE ALL ABANDONED CONDUIT, PIPING AND EQUIPMENT. Z 6. REMOVE ALL ITEMS AS INDICATED ON PLAN &'COORD W1 w ADDITIONAL NOTATION ON INTERIOR ELEVATIONS _:. 7.. REFER TO PROJECT GENERAL NOTES ON SHEET CS. 8. CARE SHALL BE TAKEN DURING DEMOLITION SO AS TO NOT DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS, THE CONSTRUCTION MANAGER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS, OR IS DISCLOSED DURING DEMOLITION. CARE SHALL BE TAKEN TO INSURE SUPPORT IS PROVIDED WHEREVER DEMOLITION IS PERFORMED. 9. AT ALL WALLS & CEILINGS TO BE REMOVED THE GC SHALL BE d"� (� �� I I RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING D !V' OR CAPPING ANY ELECTRICAL, PLUMBING, GAS LINES AND MECHANICAL DUCT WORK THAT IS DISCLOSED AND NOT .. SCHEDULED FOR REUSE. 10. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT TO BE REMOVED SHALL BE DISCONNECTED AT SOURCE AND REMOVED. nl 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM SITE ALL RUBBISH AND DEBRIS CAUSED BY DEMOLITION AND DISPOSING OF IT IN A PROPER MANNER, CARE MUST BE EXERCISED DURING DEMOLITION AND SUBSEQUENT WORK PHASES SO AS NOT TO INTERRUPT THE ELECTRICAL, PLUMBING OR MECHANICAL SERVICES TO ADJACENT AREAS. GENERAL CUTTING, PATCHING, & FINISH NOTES: 1. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH CONSTRUCTION EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN A MANNER THAT WOULD, IN THE OWNER'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. 2. EXISTING MATERIALS: USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE. IF IDENTICAL MATERIALS ARE UNAVAILABLE OR CANNOT BE USED, USE MATERIALS THAT, WHEN INSTALLED, WILL MATCH THE VISUAL AND FUNCTIONAL PERFORMANCE OF EXISTING MATERIALS. 3. CUTTING: CUT EXISTING CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR. OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION. 4. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. 5. EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. 6. PROTECTION: PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE. 7.FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR, TEXTURE, AND APPEARANCE. REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE. WHERE PATCHING OCCURS IN A PAINTED SURFACE, APPLY PRIMER AND INTERMEDIATE PAINT COATS OVER THE PATCH AND APPLY FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH. PROVIDE ADDITIONAL COATS UNTIL PATCH BLENDS WITH ADJACENT SURFACES. &CEILINGS: PATCH, REPAIR, OR REHANG EXISTING CEILINGS AS NECESSARY TO PROVIDE AN EVEN -PLANE SURFACE OF UNIFORM APPEARANCE. w U O J O �i cc Z a� E �a (D 00 00 cn= M O c cu '= M 0 b �D U 0 Lu _ v,Z_ Z ZOE w r ¢a "� a V W o v N(/ 0. 3 U R+ H N a r� U w L ca -v cup LU z w U rn �i u Z a� E (D cn= ca c cu '= M 0 Lo CD. - :O U 0 Lu _ v,Z_ Z ZOE w �N2 v. w rn u Z V O CIO a— %ft-.00 0 U c Z 06 w W N(/ 0. 3 U CCS H N CCS w L ca -v cup LU z ('u ,O EE Lu S �N/ t.I. So a w rn Z C=) O 0 U J Z w W 3 U H w Q O rn Z C=) O 0 U � Z w 3 U H w Q S CL ca I0 U A0.2 u H G YF E D C B A I I 1 1 I 1 ♦ � I 211-1* I I I f3 39'-10Y" 39'-0" 39'-0" 39'-0" 24'-7" 14'-2" 1 40'-9" I 1 I 1 . ............... .......... . ......... LOADING AND UNLOADING ' u ONLY, NO STORAGE ALLOWEDCD i 103 MAXIMUM WALL HEIGHT WALL STUD SIZE SPACING REMARKS EXISTING ROOF 362S162-33 I z o� 16'-0" 362S162-43 ........ ...... _ ._... FRAME ASSEMBLY UL LABEL 18°-0" ... ... . . ... . 00 eq eq CV EXTEND STUDS TO 20'-0" 3625162-68 l i CSI I I � TYPE MATERIAL HEAD BOTTOM OF DECK, % ' I LOADING AND UNLOADING ' u ONLY, NO STORAGE ALLOWEDCD i 103 CONT FRT WOOD BLOCKING CMU EXTERIOR W RE: STRUCTURAL 16 GA. GALV. H.M. I FRAME, PAINT FINI' RE: DOOR SCHEDL 18 GA, GALV. METI PAINT FINISH RE: DOOR SCHEDL IiI N jJ' ....... .. ........... .... ... ..� ...... _..................... . ......, ........ ................ ... ..... BOARD TO BE TAPED SANDED AND READY TO PAIS SHALL EXTENDED TO THE UNDERSIDE OF THE ROC K. V/ILLV 100 I ..... _ ....... _ ......... _.. .... CONCRETE SLAB MUST BE SMOOTH AND LEVEL AND READY TO ACCEPT TENANTS FINISHES. ALL CRACKS AND HOLES EXISTING SLAB TO MUST BE FILLED WITH AN ARDEX MATERIAL AND BE REMAIN (TYP.) INSTALLED BY AN ARDEX CERTIFIED CONTRACTOR. ALL EXISTING FLOOR COVERING, MASTICS & UNAPPROVED LEVELING COMPOUNDS MUST BE REMOVED. FLOOR MUST BE LEVEL TO 1/8" OVER 10'-0" SPAN. I o MAXIMUM WALL HEIGHT WALL STUD SIZE SPACING REMARKS EXISTING ROOF 362S162-33 I z o� 16'-0" 362S162-43 CONSTRUCTION FRAME ASSEMBLY UL LABEL 18°-0" ... ... . . ... . CONT FRT WOOD BLOCKING CMU EXTERIOR W RE: STRUCTURAL 16 GA. GALV. H.M. I FRAME, PAINT FINI' RE: DOOR SCHEDL 18 GA, GALV. METI PAINT FINISH RE: DOOR SCHEDL IiI N jJ' ....... .. ........... .... ... ..� ...... _..................... . ......, ........ ................ ... ..... BOARD TO BE TAPED SANDED AND READY TO PAIS SHALL EXTENDED TO THE UNDERSIDE OF THE ROC K. V/ILLV 100 I ..... _ ....... _ ......... _.. .... CONCRETE SLAB MUST BE SMOOTH AND LEVEL AND READY TO ACCEPT TENANTS FINISHES. ALL CRACKS AND HOLES EXISTING SLAB TO MUST BE FILLED WITH AN ARDEX MATERIAL AND BE REMAIN (TYP.) INSTALLED BY AN ARDEX CERTIFIED CONTRACTOR. ALL EXISTING FLOOR COVERING, MASTICS & UNAPPROVED LEVELING COMPOUNDS MUST BE REMOVED. FLOOR MUST BE LEVEL TO 1/8" OVER 10'-0" SPAN. I o MAXIMUM WALL HEIGHT WALL STUD SIZE SPACING REMARKS EXISTING ROOF 362S162-33 I z o� 16'-0" 362S162-43 CONSTRUCTION FRAME ASSEMBLY UL LABEL 18°-0" 3625162-54 00 eq eq CV EXTEND STUDS TO 20'-0" 3625162-68 l i CSI I I � TYPE MATERIAL HEAD BOTTOM OF DECK, % ' I 08 22'-0" 6 0051 6 2-33 V A= 0 FIRE CAULK ALL d Cj u - 24'-0" 6005162-43 INDEPENDENT TESTING AGENCY TO INSPECT \Y 0 C p'- PENETRATIONS 26'-0" I 10 Y Fy = 50 KSI 28'-0" 5/80 TYPE'X' GYP BD. AND VERIFY ALL LIGHT GAGE METAL FRAMING, 101 980 U 800S162-43 ALUMINUM FR -1 HM NOTES: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O. 0 COLD ROLLED CHANNEL (CRC) @ 4'-0" O.C. VERT. (BRACING G N07 REQUIRED WHEN WALL STUDS ARE 6" GALV METAL STUD FRAMING SCREWED AT 12" O.C.) 45 1 N/A 0 A (SEE TABLE FOR SIZE/ SPACING) (PR) T-0" .................. _mll ----C925 MEETS BUILDING CODE REQUIREMENTS AND HM H-1 FULL HEIGHT SOUND BATT S1_ N/A ui F 45 INSULATION 27 22 ....:. — C935 HAGER �- PUSH/PULL: > 3^ '-0" PROVIDE LATERAL BRACING AS x / to IVES IVES 33 20 D1 REQUIRED. NOTE: NO LATERAL I PEMKO U- HINGES: W_ HAGER BRACING/KICKERS TO EXTEND 43 18 /f HAGER HAGER INTO TENANT SPACE ' I IVES HOLD GYP. BD. 5/8" FROM STANLEY LCN UNFINISHED FLOOR // .. ..... ...... — 992 DORMA CONT. SEALANT ON BOTH SIDES EXISTING CONCRETE SLAB 97 12 998 LV .. SEALED TIGHT TO STRUCTURE X15 , ABOVE (AT SALES FLOOR). U.L. °-° "° °"- "" �9 µ ^ -.- DESIGN NO U465 5 Wall Section ..m .... .:.:: -.. o .::. ....::w ..µ:. ...:. w. _ 1000 Scale 1/2"=1"-0" VI CONT FRT WOOD BLOCKING CMU EXTERIOR W RE: STRUCTURAL 16 GA. GALV. H.M. I FRAME, PAINT FIND RE: DOOR SCHEDL 18 GA. GALV. METAI PAINT FINISH RE: DOOR SCHEDU f DEMISING/SHELL WALL STUD TABLE MAXIMUM WALL HEIGHT WALL STUD SIZE SPACING REMARKS 10'-0" 362S162-33 16" O.C. o� 16'-0" 362S162-43 TYPICAL FRAME ASSEMBLY UL LABEL 18°-0" 3625162-54 00 eq eq CV SPECIAL INSPECTION NOTE 20'-0" 3625162-68 l i CSI I I � TYPE MATERIAL HEAD ALT. 600S162-33 ___C908 LANDLORD SHALL RETAIN A QUALIFIED, 08 22'-0" 6 0051 6 2-33 V A= 0 d Cj u - 24'-0" 6005162-43 INDEPENDENT TESTING AGENCY TO INSPECT \Y 0 C p'- ........... .......... . 26'-0" 600S162-54' 10 900 Fy = 50 KSI 28'-0" 6DOS162-54 AND VERIFY ALL LIGHT GAGE METAL FRAMING, 101 Fy = 50 KSI 30'-0" 800S162-43 ALUMINUM FR -1 HM NOTES: ALL STEEL TO BE MIN. Fy = 33 KSI U.N.O. ALL STUDS TO BE BRACED WITH 150U50-54 COLD ROLLED CHANNEL (CRC) @ 4'-0" O.C. VERT. (BRACING G N07 REQUIRED WHEN WALL STUDS ARE SHEATHED EACH SIDE W/ MIN. 1/2" GYPSUM BOARD SCREWED AT 12" O.C.) 4 Wall Detail N.T.S l I : ..�... I a :: .. 940 EXTENT OF WORK I u I I SSMA PRODUCT INFORMATION ...-. _-..... . WIDTH / (1/100 IN) 800 J 200 - 54 CI] N THICKNESS a o o (MILS=.001 ") o� S=STUD TYPICAL FRAME ASSEMBLY UL LABEL WARE SET f� 00 eq eq CV SPECIAL INSPECTION NOTE WIDTH HT. l i CSI I I � TYPE MATERIAL HEAD TABLE ___C908 LANDLORD SHALL RETAIN A QUALIFIED, 08 THICK STUD V A= 0 d Cj u - MILS GAGE ' ^ ♦ LLI -gyp INDEPENDENT TESTING AGENCY TO INSPECT \Y 0 C p'- ........... .......... . •mow dgS 10 900 Q. LOCKSETS: AND VERIFY ALL LIGHT GAGE METAL FRAMING, 101 CV 3'-0" 6'-8' ALUMINUM FR -1 HM M 901 U Jk WIDTH / (1/100 IN) 800 J 200 - 54 MEMBER THICKNESS TYPE (MILS=.001 ") o� S=STUD TYPICAL FRAME ASSEMBLY UL LABEL WARE SET C9O2 CONVERSION CV SPECIAL INSPECTION NOTE WIDTH HT. l i CSI I I � TYPE MATERIAL HEAD TABLE ___C908 LANDLORD SHALL RETAIN A QUALIFIED, 08 THICK STUD V A= 0 d Cj u - MILS GAGE ' ^ ♦ LLI -gyp INDEPENDENT TESTING AGENCY TO INSPECT \Y 0 C p'- ........... .......... . r 10 ___C91 e LOCKSETS: AND VERIFY ALL LIGHT GAGE METAL FRAMING, 101 CV 3'-0" 6'-8' ALUMINUM FR -1 HM H-1 18 25 S1 HARDWARE, CONNECTIONS, AND INSTALLATION N/A N/A 45 1 N/A 0 A D-2 (PR) T-0" .................. _mll ----C925 MEETS BUILDING CODE REQUIREMENTS AND HM H-1 J1 S1_ N/A N/A F 45 2 27 22 ....:. — C935 HAGER �- DEPTH -FLANGE (1/100 IN) WIDTH / (1/100 IN) 800 J 200 - 54 MEMBER THICKNESS TYPE (MILS=.001 ") J=JOIST (OR STUD) S=STUD BRACING SCHEDULE ITEM ORDER # REMARKS "CRC" 112CR16 ALL WALLS TO HAVE 5/8" TYPE "X' "BRC BRC -3 STUD SIZE = 3%" GYP BOARD ON MINIMUM 3 5/8" BRC -6 STUD SIZE = 6" OR 8" MTL STUDS W/ INSULATION, NOTE: CONNECTOR PARTS SHOWN ARE FOR MARINO\WARE. CONTRACTOR TO SUBMIT PRODUCT INFORMATION FOR REVIEW IF ALTERNATE VENDOR IS SELECTED. T=TRACK DOORS FRAME DETAILS GLASS DOOR& HARD- REMARKS 1 1l2 PR. BUTTS: 41/2"X4 1/2" B.B. TYPICAL FRAME ASSEMBLY UL LABEL WARE SET CONVERSION MARK SPECIAL INSPECTION NOTE WIDTH HT. JAMB TYPE MATERIAL HEAD TABLE SILL LANDLORD SHALL RETAIN A QUALIFIED, TYPE THICK STUD V A= 0 d Cj u - MILS GAGE ' ^ ♦ LLI -gyp INDEPENDENT TESTING AGENCY TO INSPECT \Y 0 C p'- HAGER r W NESS LOCKSETS: AND VERIFY ALL LIGHT GAGE METAL FRAMING, 101 D-1 3'-0" 6'-8' ALUMINUM FR -1 HM H-1 18 25 S1 HARDWARE, CONNECTIONS, AND INSTALLATION N/A N/A 45 1 N/A 101 A D-2 (PR) T-0" 7'-0" HM MEETS BUILDING CODE REQUIREMENTS AND HM H-1 J1 S1_ N/A N/A N/A 45 2 27 22 103 CONTRACT DESIGN DOCUMENTS HAGER �- PUSH/PULL: HAGER 3^ '-0" HAGER x WEATHER STRIP: to IVES IVES 33 20 D1 PEMKO HINGES: W_ HAGER TYPICAL EXIT DOOR (INSUL. HOLLOW METAL) 43 18 STANLEY HAGER HAGER GLENJOHNSON IVES CLOSER: STANLEY LCN DOOR HARDWARE (H-2) DORMA 97 12 LV u. "CRC" (COLD 17 ROLLED CHANNEL),.WHERE BRACING TERMINATES AT TO BE SPACED AS REQ'D BY DESIGN BUILT-UP JAMB OR POST, EXTEND "CRC" INTOU - C" P NCH OUT. ATTACH "CRC" TO JAMB OR POST WITH "BRC" R WITH SCREWS ® PRE -DRILLED HOLES "BRC" TO BE ATTACHED WITH (2) - #10 SCREWS TYP. LATERAL BRACING SPLICE USE: (1) - 12" LONG "CRC" TO "CRC" AND TO THE STUD PROVIDE LATERAL BRACING AS - • . - --• ° INVERTED OVER CENTEROF SPLICE REQUIRED. NOTE: NO LATERAL -.,,, WITH MIN. (3) - #10 scREws ON EACH SIDE of SPLICE CRC LATERIAL BRACING BRACING/KICKERS TO EXTEND INTO TENANT SPACE 2 Wall ,Section Scale 1/2"=V-0' Door & Frame Schedule DOORS FRAME DETAILS GLASS DOOR& HARD- REMARKS 1 1l2 PR. BUTTS: 41/2"X4 1/2" B.B. ALUM STRFT: FRAME ASSEMBLY UL LABEL WARE SET MARK MARK TYPE WIDTH HT. MATERIAL TYPE MATERIAL HEAD JAMB SILL SIZE TYPE THICK IVES V A= 0 d Cj u - 1 CLOSER: W/ THRU BOLTS ' ^ ♦ LLI -gyp VISTA WALL \Y 0 C p'- HAGER N O NESS LOCKSETS: 101 D-1 3'-0" 6'-8' ALUMINUM FR -1 HM H-1 J1 S1 N/A N/A N/A 45 1 N/A 101 103 D-2 (PR) T-0" 7'-0" HM FRA HM H-1 J1 S1_ N/A N/A N/A 45 2 N/A 103 18 GA. GALV. METAL DOOR, PAINT FINISH RE: DOOR SCHEDULE H.M. DOOR FRAME (BEYOND) ALUM. THRESHOLD SET IN MASTIC (TYP.) FINISH FLOOR RE: FLOOR PLAN (H1) (J1) (S1) 3 Hollow Metal Door Head/ Jamb/ Sill Detail Scale 3"=1'-0" GENERAL NOTES: 1. VERIFY COMPLIANCE OF FIRE RATING WITH CODES AND INSURANCE. VERIFY CONDITION OF EXPOSED SURFACE AND REPARE THEM TO RECEIVE FINISHES, 2. G.C. SHALL FIELD VERIFY ALL EXISTING CONDITIONS. 3. PROVIDE FIRE- RETARDANT TREATED WOOD FOR CONCEALED BLOCKING AND FOR EXPOSED LUMBER AND PLYWOOD IN HABITABLE SPACE. EXISTING EXTERIOR WALL (VERIFY CONDITION) EXISTING ROOF CONSTRUCTION 5/8" GYP BD, 6" GALV METAL STUD FRAMING (SEE TABLE FOR SIZE/ SPACING) DIETRICH UNICLIP CONNECTOR (14 GA. UCEC),1 CLIP PER STUD AT EACH LOCATION (2) - 3/16"0 HILTI KWIK-CON II+ SCREWS INTO WALL, EMBED 1" MIN. (3)-#10 SCREWS TO WALL STUD HOLD GYP. BD. 5/8" FROM UNFINISHED FLOOR EXISTING CONCRETE SLAB DOOR TYPES & HARDWARE L DOOR HARDWARE (H-1) O LIST OF APPROVED MANUFACTURERS 1 1l2 PR. BUTTS: 41/2"X4 1/2" B.B. ALUM STRFT: VIEWER: FLUSH BOLTS: W/NON. REMOVE. PINS (BY S.F. MF) c KAWNEER IVES GLEN JOHNSON tea/ I..L Cn jW 1 EXIT DEVICE 0M ADAMS RITE PEMKO IVES V A= 0 d Cj u - 1 CLOSER: W/ THRU BOLTS ' ^ ♦ LLI -gyp VISTA WALL \Y 0 C p'- HAGER N O LOCKSETS: 0 1 THRESHOLD IN COMPLIANCE W/ANSI EXIT DEVICE: BEST THRESHOLD: CABO 117.A 4.13.8 VON DUPRIN SCHLAGE KAWNEER 1 WEATHER STRIPPING; DOOR JAMB STRIP, SILL DETEX MEDICO REESE PROTECTION 1 KICKPLATE: ON INTERIOR SIDE DORMA PEMKOKICKPLATE: HAGER PUSH/PULL: HAGER 3^ '-0" HAGER STANLEY WEATHER STRIP: IVES IVES REESE D1 PEMKO HINGES: WALL STOP: HAGER TYPICAL EXIT DOOR (INSUL. HOLLOW METAL) STANLEY HAGER HAGER GLENJOHNSON IVES CLOSER: STANLEY LCN DOOR HARDWARE (H-2) DORMA 3 PR. BUTTS: 4 J" X 4 2" HEAVY DUTY W.NON REMOV. PINS 4. SCHEDULE, 1 LOCKSET: BLANK ON OUTSIDE 1 PR. AUTOMATIC FLUSH BOLT W/DUST PROOF STRIKE ON (INACTIVE DOOR) 1 EXIT DEVICE 2 CLOSER: W/THRU BOLTS 1 THRESHOLD IN COMPLIANCE W. ANSI CABO 117.A 4.13.8 1 WEATHER STRIPPING: DOOR JAMB STRIP SILL PROTECTION ASTRAGAL 1 VIEWER @ 60" A.F.F: ("IVES" #U698B26D OR EQUAL) 6'-06 2 KICKPLATE: (ON INTERIOR SIDE) I, 1 DOORBELL D2 TYPICAL SERVICE DOOR (INSUL. HOLLOW METAL) FR -1 RE: SCHEDULE &DETAILS FOR DIMENSIONS CO) W Cu s ((^n' W 1 O O C Q U C Ca Cu CL 0 0 Lu z W C� w Q Cu 0 _(DE O co 0 = LL— n.[Co v d z o O Q- N �� 00 �- a S Lu a Lu Lu z N .. L O c tea/ I..L Cn jW 0M cu .Luv ' V A= 0 d Cj u - Lu ' ^ ♦ LLI -gyp \Y 0 C p'- �z Lu L) N O CO) W Cu s ((^n' W 1 O O C Q U C Ca Cu CL 0 0 Lu z W C� w Q Cu 0 _(DE O co 0 = LL— n.[Co v d z o O Q- N �� 00 �- a S Lu a Lu Lu z N .. H G F E D C B A 1 1 1 I ♦ i a908 910 O c ^_ cc 1..1� .A1 W U N w C;= 0 w w x z cy d' °' N o C7 •= w w J W L O c CL 0 CD L` Q m 0p CU 2.5 ,.0 t-- co co a z cu N coo Ch m CUM c 0 0 BULL LU •� O N � w U NO c ^_ cc 1..1� .A1 W U N w C;= 0 w w x z cy d' °' N o C7 •= w w J W L .r.r C U c CL 0 (D U_ aD L` Q m 0p CU 2.5 ,.0 t-- co co a c ^_ cc 1..1� .A1 W U N w C;= 0 w w x z cy d' °' N o C7 •= w w J W A2 ) r z ti N N � Vo Y a z 2 N W to V q�a ujx Q OC d C] Q A2 ) Jl I H G F E D C B A � I ( I I I I I 1 I 1 I I I I M ROOF FRAMING, RE: STRUCTURAL 2 Equipment Curb Detail C/4 Co Qi O S U O � -ice Cn d. N a J ao CDT V/ ` a� cc O 00 CCS 2.9'.0 W -1 Q -J Cu SNCD L.L.. ( �OM N � ' C C • POO C;)O O Q� UL z -QDW c O C -4 s Cid NO J V a I P-4 -9� ON , U- cc ri. W O O w W 2 N V cu E2 O C= O � -ice Cn d. N CD J ao CDT ui ` a� cc O LU Ix 0 CCS 2.9'.0 W -1 J Cu SNCD L.L.. coo L. �OM N � ' C C o C;)O O UL z -QDW c O C -4 s W NO J V a cc ri. W O O w W 2 N V cu CL U C= O � CID c � d. N 0 J ao CDT ui ` a� cc O LU Ix 0 CCS 2.9'.0 W '*.(DE J cc ri. W O O w W 2 N A3 i CL CL 's C= O � d. N 4W E J " O s'LU LU Ix 0 5 E E J A3 i zice• 4W E " J LUW- o ME W a Z A3 i zice• " o ME W a Z N W y V Q 2 a v o v A3 i 'M ,� I ;I (,','RAC'O M1FC'W IN(,,".'— Si=terStud201' , SmartStudW`m 6B., Framing Members* — Optiona I -.Not ,Shown - Used as analternate method Copyright (.,') 2011 [ adenvriters Laboratories ncIAX , I to attach resilient channels Oteni!6), Clips attached at each intersection of the - pro -., i NIARINOAVARE,, DIV` OF WARE INDUSTRIES GEO RG I.A.-PACIFIC GYPSUM .L L C — Types.D.A.P., DAPC.,.DGG,, DS, resilient channel and the steel studs (Itern.2),Resilient channels are frictionfitted Th.eappea,mi).ceofacojwtl)&,iiy'snainco,r, . duct in, this database doesnot in itself ass tire th. -at products .so. .. � . .0 "eivi cc, Only, those products bearing Fire Resistance Ratings - ANSI/UL 263 iiiientified bave bcen manufactured under Vl25Foftow--LTp IS I . r the LTL Mark intoclips, and then cl i ps are sec ured to the Stud w ith min, I in. long Type S -I 2 . Should be considered to to I.Asted and covered under Ur. 1A, Fc),I.I.ow-l.fp,Serv,lce,,.Alwa,N,s look--. for th eNlark on the I . '. .1 3 FC '/A pan head st, i .1 product.. I .Design No. U465 INC! — Viper2()"r-hil . ,A]FARGE NORTII AMERICA IN(.','— Type tAlFC6A, I.S3 Ai flange, eel scro,N s througgh the center hole of theclip and the resuient channel October 04, 201 1 T. E I.. , 1,, 1. N G' 1. N, D t T S T R IES I i,, . L C — V i 1) e ri,.1 0 T &I I U L pennits tile reproduction of the material contained -in the Chiline C&I-tification Directo.ty sukiect to the I KEENE BUILDINCI PRODIJCTS COINC7 — Type.R.(..' Ass"urance, following conditions., 1, TIw (�uidc Inforinatioli,,, rk.signs atiWor Listings (files�) inust bc presented intheir Non bearing Wall Rating — I HR. I I I ".. entiteh, and in. a non-mi,sleading manner without any'llialti tilation of the datai(or drawi.l.kg,")., rZ= The statenienI . ., 2(.,',', Steel Studs — (As a. alternate toltem:21, For use NvithIteirl 4E) Cbanne I t)NITED STATES (wATSUM (',10 —1. ype AR, C, "I".X-G, IP -AR, II? -XI, IP- III .P . I I I 'N(, " 11 `Re -printed frorn tile Online ('ertificatl0n,s Directory with periniision from LT-riderwriters LAN)ratories Inc," mmst I , /^',% rRIN. /;;N shalv,d, f4bricated frommin 20 MSU conrosion-proItected or galv steel., 3-1 /2 in.. X2,11?`C-All.., SC, , SHX, WRC, WR.,X, , (JSOX J.Joint tape and compound, Item .1 7, Won and Partition Facings and Acctssiories* ­(OPtional, Not shown.) — app . car adjacent to the, extracted materiat tit addition,, the r . eprinted triatorial.must include a copyright notice in, N .il k��J min depth, spaced a max of 16 in. OC, Studs friction -fit into floot and ceiling 5, optional fat use with Ty e USGX' ,2 1 'i Pt . the following format 'Co rightl�,', 2011 Underwriters Laboratories ltic�40' W to) p �). ominal I F in, thick, 4 Ift N), de panels, for a ional use as an additional layer oil .P.8 / ,/ I/— / !19) i,,,/�� runners. Studs to N4 cut i5ig to 3/4 in, less thanassembly height, one or both sides ofthe assembly. Panels attached in accordance. with � / I �,.i . . . -, re commend ations. Whe n the 0 -510 panel is installed between � 1. : . . � - : . � — Type A.R., C, IT-A.R. I.P-XI, I.p-X2JPC--AR:, manu facturer's . : I USG,NIEXIC,0 S A DE C V ,R .. . . .. : .i F . . , �. i i', ri ,....... �j.. �­ F1,1 .1 ijq i� ,r,�­ I '! - n I u p'i ,:,1: 1� :i! '. ki, 1 1,�, 0 A CHI ". � ,1: -11. w I., P.. , . . 1,q, 11 ;;� f , " ; . ­ .; ; A-ri hr1:do1r":rb::1k,iT1 .,�1,,1,1:_..C.E .i ;:i ;,�� I I N, 11 ; :; I 1. 0 Ir.l. 17 � 2D, Firaming Members*— Steel Studs —As an altemate to Items 2 through �.. i C F 'i :L, . ! : . I , . � ..: :1 ;. . ': . in ; p., - ;: 1: I I �. ... .1 .: "" . . � A - - - � 11- ', I I , �--.-7: .,-;;�_.�1;11 ­'i,4i.. . - - - . . __ . . � J - . Jr. --- ". . SC'X I the steel fratning and the UL Classified gypsum board, the required UL Classified ;,' --,-- .. 1, I, SH.X,, W.RC' or W.RX., , I �'­`i ;* 4 "i'4;,W'%_' ­­__­4,4ftX03"­W=m. I A= 2C- or use withitem .1. 1) and 4 G' oril " !==!!! , J� - " 'k, , ,F ,Ni, channelsha edstuds, min. 3-5,/$ in, wide , n JJJ 11 111I I I "_ 11 , 0 , "' - �:I, , � `�2, � i�. !�, � . p Iq,,;,"� ,iii, ii;"T, � ". �� ,4fr L I 7 l� ),;, "", ,,, �,, ). 11'.) A)" $ �%/Iii, � T, I 1: thiCr gypsum boa rd layer(s.) is,ii'are to tw installed as indicated as to fastener type and , � I I , , , , , I ,� 0 v V, , , r, : "I 1( .� OL ,�, , � ), � , I .fabricated from in in 0,0 1 8 in, k i. tee[ spac ed a max. of 24 in. OC, Studs to ,. ) ,':. 11" i", " � r " !;. � - I 11 .,i, ,, .11, I . i, ".. i, 'i, 1,1��­, , , I % , ) , � ,,��,,i;!_, - , 1. �'... -1 galv s 0 astener length s i u ��I,i:, 11 Y."', I,,: . .��. ,. -im -, spacing, excep "I ,,J'�,./ _);,,_ ,�d" ,,, tl­.J.�Y � .L. - 4B., Gypsum Board* — (As an alternate to Iticinis 4 or 4A — No: ,. 114im thick,, t that the required .f hall beincreased by amin in m 11 � ... I ... ... .. P . " t ... i" -11? . . - ­. , in, less than asie ibly height., I-., .� ill ,�,4��_.d pet, : be cut I.I,'2 n , I , I I -11 ... I" ­­ .112 I -1 - I - I �! I m 1?� . - m __ _�g - - M -ell, � wrew length increawd to I -1 /4 1 1. .... ...... !;�*:. . _ -X�th­.�1 m '.N1 . �.z . !­.�= �:1111 - . , . - - . '. ­ -0 "I i . - f- - .... I.::, - Z_F5 I ­? , ofli2in, Notevaluated (,).r.i.nt:end�edasasub,st.i,t:tite tiorthe required lqye.r(,s ofl.11ii; .- .. r . . 4 ft w-ide, installed as described 'in Item 4A with. s I , . ". i % . i . - . ' "' 1, -1.1. P ", %� i� I . :in, Classified Gypsum Board. .. , 1% :(.,".'LARK-DI-El'-RICH.B(,.I'l.LD.[N('s, SYSTEMS— CD.PrOSTUD S, L I iI . I ystem'No. W- -2003 "'il,_ W I I I . , 10 " EN ERG'11' INC Type Q uietltoc k QR -5 I O� CGC.1NC::::=::::::i Types.A.R, IP -AR. SER WS . 11 I — I I. T Q0 DMFCWBS L L C­iiiiiiii­ ProSTI.)D .. � . November 20,2009 � 1, Floor -and Ceiling Riumn en — (not shown) — Channelshaped runnerss, 3-3/8 in, deep (min'), .1, - 1 14 ,. in, ,le VY., f6rined from min No, 25 MSG ga1v steel., attached MB.A.R[ULDING SUPPLIES —ProSTUD UNITED STATES GYPSUM CO — Typc�s.AR, I.P-AR.. F Ratings — I a od.2 Ur (See Item 3) to floor and ceiling writh fwsteners .spaced 24 im OC mxx, $,Lead Batten Strips — (Not: Shown, For l..)se With hein 413) - Lead batten _ I SOUTHEASTERN STtT & ("I IJSG NIE XIC10 S A DE, C! V — Types AR,1pr_A R � strips, min I - I,i"2 in, wide, max 1. Oft It.)n g w ith a max. thic kne-.s.s of O., 1. 25 in, Strip s IA. FramingAtembers*.— Floor and Ceiling Runners — (Not shown) — As .ID "O .MPONENTS,I,N(.,'— PrOSTUD plac ed on the interio r fac e of stud s and attached from the exterior face of the stud ,f I 0 .Ratings —1 and 2 ttr (See Item 3) an alte,mate toltem, I - Channel shaped, min 3-5/8 in. deep, attached to floor and tr OU 4C, � Gypsum Board * — As an alternate to Iterns 4, 4A, and �4-13 - N om . 5118 in, With two I in, longType ,S-12 pan head steel screws, one at the top of the strip I cell ing with fasteners 24 In. OC, in ax� 2E_Framing Members*— Steel Studs— As analternatetoltems 2 It. ,h,2.,r,,,- th,i , ck gypsum panels. with square edges, appliedhonzontally, Gypsum. panels L RatingAt: Ambient — 7 CFM/sq ft (See Item 3B) .For use with Item I E and 41 only, channel shaped' studs i . . , min 3 -5 / 9 in, ,.Nri d e and one at the bottom of the strip.Lead batten strips to have a purity of 99,95-� fabricated from min 0,-0 I 8 in., thick galv steel, �Vz aced a , max of"74 in, OC. Studs to fastened to franihig with I in, longbugle head .steel screws .spaced a max 8 im meeting theFederal specification QQ-L-2101fi, Grade "C". Lead batten strips Ing At 41M) F — less than I CF.M! /sq ft (Seeltem 3B . . - T EXI OC, with last 2 screws 3/4 in, and 4 in,. from each edge of board, Horizontal.joints . . . L,Rat't .AL,LSTEEL;&G:VP�S't,FMPW).Dti(A'�S'IN,,('—T,v,peSL,.P.R. EFraming he cut h'2 in, lessthan assembly height.. required behind vertical joints of lead backed gypsum board (Item 412;) and ,) , System . I need not be backed by steel framing, Horizontal -edge joints and horizontal butt optional at remain ing stu ollocatio ns, Requ'. , [red behind vertical. joints. TELLING INDUSTRIESUL C— TRUE -ST L1 .D r T'M joints on opposite sides of studs oniffterior walls need not be staggered or backed SA, Leadilatten Strips — (Not Shown, for use with Itern 4J.) Lead batten strips, by- steel frarning, � 21 In., wide, max 10ft long with a max thickness of 0,.062 5 in, Strips placed on the � . 1 Bates and fflankets*­ (Optional) — .Mineral wool or glass fiber batts I - I b-1. — . � -_ 7.1 - CONSOLIDATED FABRICATORS CORPI I r TE MP1,E-irINLAN.D — GreenG lass Type X� face of studs and attached to the stud with two min, I in. long min, Ty"pe S-8,pan A , rr. :: - il �77— . , 1. p 7 ! , I ,. , i, , . . partially or com pletely filling stud cavity, head steel screws, one at the top of the strip and one, at the bottom of the strip or- L . . �.. — - . �11. I , .. - '", " - ., I .., - "a 1B 'L I .M.,.1.1.1:.IDI'NG:�.pRo.[)tll(l,,]."s alv —iirype. S'UPRENWITtaming System _ L Nvith one m i n, .1 I& to ng min, Type S-8 panh ead steel scre w at the top of the strip - " . 1 11 4.D. Gypsum Board* — Asanalternate toltems+, 4A� 4B. and 4C Noni.518 � �: I., 'A �� B 13Z.).Z.) category fbrnames ot' Classified companies. i Lead battenstrips to.have a purity of 99.9916,meeting the.Federat specification 11 ,� I I 1., - :1 n. thick,gypsum. panels applied horizon tally. Horizontal joints need not be bac ked , I. ,, � :It '�'�- i � Q)0­I.,2()If :( rade `(,,".. 1.ead batten strips required behind verticaljoints, of lead .1 /"`1% 4 I - by steelfiraming, Horizontal edge joints and horizontal but0oints on, opposite . ,, ;_! � I ,,4 .Fiber, Sprayed* I J :. ��' I �11 11 ,3A, , — As an alternate to Batts and B lankets, (Item 3) — Spray, backed gypsurn wallboard (Item 6 and optional at remaining stud locations, I 1�� � J � I � applied cellulose material. The fiberis applied,with water to completely, fill the sides of studs neednot be staggered. Gypsum panels -11 teneditol,riamingwithl I .) . I,"f' 1,11 I . 1. :1 QUAI.L.RUN .Bl'.1,1..1,4.Di NG ,Nl�4��ke-1,4.F,.R,,[;�,t.t.;S.I.,'N(" T SUPREME.Framing imloing Type S steel screws I- 1,,12 in. frorn, board edges, 3 in,. from board edge and 9. Lead Discs or I's bs — (Not Shown,. For Use With Item 413' - Used in lieu of � � . .1 . ... .. M . . . . . . . . . . . "I'l""I'll""I'llIll""I'll"'I — 136 — Ype enclosed cavity in accordance with the a�.P.I'ic�ati.o.ii'tn.st.rbcti:ons supplied with the . .) I � I . 1 =6 1 System � every 8 Ifti OC in the field. Screws spaced a max 12 in. along the topand bottom or in addition to the lead batten strips (Item 8.) or optional at other locations - M. a.x r product,Nominal dry &.nsityot3.0Ib/ft". Alt nateappi,ica.tiotirnetilod",Ttietiber� edges of the wa it. 14 in. diam. by .max 0- 125 in, thick lead discs compression fitted or adhered ovier . r r . I is app tied with U., S, Greenfiber LL C T ype AD 1. 00 hot me It adhesive at a nonn inal ste el sc re w- heads or max I iii.2 'in, by 1 -.14 .in., by- max 0;, 1215 in.; thicklead tabs � . . I . . . . .... 1-41. I ­ ­. I I —1 .. .. . . . J ratio of one part adhesive to 6.6 part-, fiber to completely fill the enclosed caviIty I 'n, -_ I I V III %, I " . . , 1 � NATIONAL GYPSItiM CO —'Tvpe,s.FSK,. FS.K-(% FS1K.A.3r, FSW-( ..,FSW-G, placed on gypsurn. boards (Item 4E) underneath screw locations phor to the ?_ , , T1, " � ,I I in accordance with the application instructions supplied with the product, I I I I . I � ,�, � � ,�, I II i I I . SCAFCO STEE L ST I,T,D.'NIANtf.F'.�.�t.C.l.'I.,.[,R.[N 6 CO — lype SUPREME .4 ,FSW, .installation of the screws, I.ead discs or tabs to have a purity of 99,91�"6 meeting ".. �� ., I i I N omi nal dry dems ity of 2 3 lb,,Tt � I __! .. 1 1 1 , .. r-th, 71-%�'. Framing System theFede ral specification QQ- L-20 I f, Grade " C". ­ p: " � 0 I U 8 (�'RIEIENFIBER L L C — C ocoon2 Stabilized or C,tx.,00 n -F R.M (Fire Rated , A p, 11, . It, . only ,and fastened to the studs and plates with I in-, long, Typ,e S steel screws : I �:;,; %, :, I .Material) - I 9A, Lead Discs — (NLA Shown, for use with Itern 4J.' a x 5 A 6 i nr � d i am by max 11 I :. , �) M �. I I '. � i , I ', spaced, 8 in. OC: Not: to be used withitern. 6. 1 0,0625in,.thick ead d iscs com pressiort.fitted or adhered o ver steel sc rew, lie ads, .. ­_ — , iii, " - " " 1", i �-, i "I'll, I , . . . Idead, discs to have a purity of 99.91:;.O.�ineeting the Federal S ecification QQ-1, -40-A 11.11 - 4 ', , I I `1 F . YPS41 NI CO — S oundBreak I 17 X G in Board , p Se r. � � STEEL CONSTRIX,.7 ION SYSTEMS INC — �T� pe St ... 1PREME.Franiting NAT'l, ONAL G - - - .1 X I ype " Aypsu 20.1f, Grade "C"', System 3B, Fiber, Sprayed* — As ,an alternate toBatts ,and Blankets (Item 3 ,,� and Item . . .,, , CTION A -A r I . 3A - Spray applied odlulose insulation material., The fiberis applied with water to 4F. Gypsum Board* — (Not Shown, ; ) - Oks an alternate to Item 4 when used as * flearing the, Ul., Class itlication Mark-. Assembly t— The I er 2hr fire -rated gypsurn. board/stud wall assembly shall be constructed r()f tl' � I interior surfaces in accordance with the applicationinstructions supplied ),vith the the baselayer on one or both sides of i, w�a 1 114 For direct attachment on ly to stee I � I wr ) , artitio . r , I I , Isandinthemannerdes ibedintheindividual UX OI, (34N) orV4(x) Series Wall or.P, n De, i I I . product.; Applied to coun)?Ietelyfill. the enclosed cavity_minimuln id.ty density, of studs'Itern 2C i ) - Noin 5/8 in. thicklead backed gypsurn panels with. beveltul, .D I I . Fire Resistance irec n, and shall include the following construction �features� I . � .1 43 po unds r cubic ft, � -, k s . p. . . . 11 UNITED NIETALPRODIK."TSINC —Type S(,..fPREME Framing System 'pe I ,square or tapered edge% I Through -penetration Flimstop System A, Studs �— Wallt'raming.may consist, of either wood studs orsteel channe Istuds , Wood studs to J I . . ,, applit 1 vertically. Vertical joints centered over tti and I I I it� , . I . . of nom 2 by 4 in, (51 by 102min lum, her spaced 16 im, (406 mm) OC ,,vith nom 2 by �4 iii, (51 Oy .staggered min I stud cav y, on opposite sides ofstuds, Gypsum board secured to ' ,) 11 I � I . Ntf-WOOL (10 INC— Cellulose Insulation I I studs with I -1./4,in, long, T Pe S- 1.2 steel scroNs spaced $ in. OC at: perimeter and i I . .Y. 11 System Na W -L-1001 min) lumber end plates and cross braces. Steel studs to be min 3-5�'S in, (92 mm') wide by 1-3/8 in . 1 4 1 1 � I B Framint Members* - Floor and Cc i-linff Runners — ,ot sho win - in lieu of I 12in. OC in the field. � . . I . I lutiv 15,204)5 111M)deep channels spaced rnax 24in.. (610 trini) ('.)C,, � . I . . - . I . I � I Ite'lin I .— For use withItein 2B, I F Raltings —, 1,2,3 and 4.Hr (See, Items 2and 3 . . , proprietary channel shapedruniters, U- 114 in. . . B. Gypsum Board* — 518 in.. (16 min) thick, 4� t7t (I 22 cm) wide writh square or tapered edges, T . I , .3C., 114ber, Sprayed* — As analternate to.Batts and Blankets (Item T) - Spray Y-ILALR ENG: ERING CORP - TypeRB-LBG ,) wide bv m -in 3-5/8 in, deep.fabricatedfrom min 0,020 im thick-. galv steel, attached . . , ,Wk INE Ar � . - ' s ty ass tied c I, I with water to completely fill the I I :g,yp.qu.ijiboa,rdt,�,,.K,thick,n.es:s,.numberoflayers,.I'a,.tene.r pe and sheetori.e.n.tation shall be p " r to floor and ceilin g With fastenem sp aced �24 im (.X max.. app -ellulose fiber. " he fiberis applied . I . I I I . . .11 TRatings­ 0. 1, 2. 3, and 4IIr (See Item 3 r n the ind" i ual (J300, (J400 or V400 ,Series Dts'gn in the UL Fire, Resistance Directory. Max di . . � . . I 1. Ivid I 'I I I I r . � I i ,; I . , . ) I � . I .� enclosed cavity:ln accordance w-ith the application instructions supplied with the 4G. Gypsum Board* - (Asan alternate to Items 4 throu h 4F) ­­�n­i For use,with . I I . . . I � � 1, I . '4 1 . 9 I opening is 3-I.,,`8in., (79mm) . , 'teel studs and floor . product.. The minimum dry density, shall 'be 4� 30 lbs/ft', Items ID and 2D only,, 5.� 8 in. thick.. 4 ft wid e, attached to s L Rating At Ambient— less than.1 CIMAq ft I , CRACOMFG INC - SmarterTrack2ff-m, SmartTrack.2011"m . � � . and ceiling track with I imlong, Ty . pe S steel screws spaced 8 in, 0C.., along � I - ough.Penetrants - (.')ne nonmetallic pipe or conduit to be centered inithe through opening- The a . I F 11, . I etwieen pipe, or conduit: and periphery of operting shall he min b4 i '6 and max 1/8in:; (I 0 , I .Ltrl W CORP !--!:!-!n Celbar-iRL , , 111' ('111119 I .INTERNATIONAL CEL LO S edges of board and 12 in. OC in the field of the board,, Joints oriented vertically I L Rating At 1 400 F - less than I (". �FNI/sq ft conduit to be ri , of the floo)r-ceil-in assembly, "I"he k4lo,wing types a and St,lggerred on opposite sides of the assembly . .1 giolly supported on both sides I g - . r ­­- __ ­ -1 le� non metallic pipes or coinduits,may be used. . �1. 1* . .�.T �1 MARINOANIARE,101IN' OF WARE INDUSTRIES . )O �A ;.. �.l ir . �F.l A r A. Potyvinyl Ch.10 ride (PVC) .Pipe - No.m 2 i n, (5 1 mm' di am ( or smaller)Schedu le i4�O sol id c,t " .:.: _­ .� , 11 ) I.A.FiVIRGE N0RT1.I.AMERI.('.4A INC - Type I,,GF(.',',6A, I,G) FC -C/A �; I.: v, ; . I ' 4. Gypsum Board* - 518 in,. thick, 4 ft wide, attached to steel slud.s and floor . _.. I , � item, ' I .1 I � PVC pipefor use mclo,sed(proce,%, orsupply)or vented (Orain, waste (irvent) pipingsys . I i, �,! � "I "k," at 0 ,, . 1, � 1- ,--Vl INCV' - Viper'20TIM Track . I and ce it ing track with I i tt� long, Type S sleet v. rews ,spaced 8 in, C on 9 , ' I ,.., A,-' � r , 1% I 3� Rig -_ . 8 I .111. !, I I 1 ) I I i I , iented vertically NATIONAL GYPSU Nit C.0 --7yp,esFSW 3. .. -, , " 3 _ id N onmetallic Conduit++ - Nom -1 i n., (51 min diain. (Or smal ler �(, S ched tile 40 or O)P � . . . 11 edges of board and 12 'In, OC in the field of the Ward. Joints on I � . . . conduit installed in accordance with the National electric Code (NFPA No,''70), Y, W1 r I I , i UAIIWU� and staggered on opp osite sides of" the assembl hen attached to item 6 1 I r . r oe �z m. )- 2. 1 --- I.. � ­­......­__,. . . . . . . . . . . . . . . . . . . . . I UNITED STATES GYPSLrM CO i ... ­ ... ­ Type. SCX . I I ____ ...... ____.__ ... . .... ________....._-11 . I ' " ("5 . (resilient channels) or 6A (furring channels,)., gypsum board is screw ,attached to ., . I . . 1`- C I . Chlorinated Polyvi nylChloride (�,, PVC) Pipe - Nom 2 in, " I min') diam f,ror smal'e'.) SDR TE LLING1NDU STRI ES LL C - Viper2oTm Track furringchwinnels,.vith lin, !king, Type S. steel screws .spaced 12 im 0C. I . . . � C PVC pipe for use iri closed (proc ess or supply) piping sy st ems, 4.H_ Wall and Partition FAc ings and Accessories* - (A,s an alternate to lie rns 4 � I I . I I (,&N'<1r,'1) P* )e I " , Win tar Core Pol�winyl (" oride I -*,,, I . , $ ,D� C III I I., I 11 - Nom 2 1w � 51 min) dia-m (Or smaller" I througli 4G ) - N orninal 55/8 .in.. thic k.. 4 ft NA, ide pariels, ap piled vertical I y and 111. .. %. I ) Nii, i , -, AMERICAN GVPStTM CO - Types AG-C,A.GX-L ,M. -Glass I . .. ' u . . , — - , _-,_.,___i_11_1- , 46 ce Ilul at core. PVC pipe for use i n c losed ( ply: I o.r vented ( drain, waste or vent) pi� . secured as described m1tern 4,, i� � I --.-,------- .­­ - I ,. - ­­ illmlil­ .. ­ process or sup . :, - . . ­ ...... _==1W.,qd=­­­ ____-r_% , .1 . ` ,:- I 1''. . -N 0.� 64;p , � ,., . syste.m... .1 C, Floor and CeilingRunners - (Not shoiwt��-For use with -Item 2C BEIJING NEW BUILMIN("'r MATERIALS PUBI,.�K' I 2 1,11". ,.,._,.; I : I I . 1� . � Channel sha ed,, fiabricated from mi.n,2Y0.MSG corrosionv-protected or galv steel, SER10I.TS ENERGY INC - Types QuietRock ES, QuietRock 52:7, 1 11" . - o : : ­.. . . � -.1 E. Ac irylonitrile Butadiene Styrene (ABS) Pipe -N om 2 in� (5 1. mm) dliam(or smal ler) S, che ob p 11 " .d I i..� , I min depth. to accommodate stud size, %Nvith min I in, long legs, attached to floor . .. I -, � "o il.� - solid core ABS pipefor use in closed.1, process or supply' or vented (drain, %imste or vent 11 il . ! �.., . .. � :1 .. �) 11 .) piping, , , , 1, . LI'D CO - Type.D.BX-1, I . ,wi­ _­:.J;.,:,A I . .:,� 1�e P�" 17:� 8 and ceiling with fasteners spaced max 24 in, 0C, ... ... !ii, I systems. ­ 1� -A :, i. - �_ - I LA lrr�,�___ , , , " I 4 - N nI 21 in, ( 5 1. :min) diarn (41 ID. Framing Members*- .Floor and Ceiling Runners .-i Not shown - In lieu CGC IN(.."; ....... -i, Types AR, C, Ifl-AR, 1P -XI, I.p-X2,IPC-AR, SCX, SHX, WRC or 41. Gypsum.Boattid* - (As an alternate to Iterns 4 through 417),ii,­ .... � For use with I R ('.'ellolar Curve Acrylonitrile Botadient Styrene (cvABS) Pipe ­ o I I I I I , of Iteins I through I C! ,- Foruse withlitem 2D and 4G only� W.R.K .Items I .E and . 2E only, 5/8 In, thick, 14 ft wide, attached to smaller) Schedule 40 cellular core ABS pipe for use In closed (pmcesis ot supply) or vented (olrair I , proprietary channel steel. studs and fl.00 r ,and SECTION A -A " i i shap W., runners, 1414 im deep by min 3-5/8.i.n. Avidellabricated from tnin 0.0 1 8 in, . - cethrig track with I in, long,, Type S steel scre�k,S spac W�� 8 in. OC, along edg s of -ate4 gypsurn wallb or vent) piping systenis, ,r . . L Wall Asse mbly ­ Tlie 1, 2, 3 or 4 br.fire-i . oard,'stild wall assembly shall he constructed 0. f I _top Syr hick gaIv sted., attached, to floor and ceiling with I.Imsteners spaced 24 in. OC max. . board and 12. in, (X in the field ofthe board. Joints oriented vertically- and . the inaterials. and in the martner describedin the individual UYN) ot- U400 Series Wall or Partition,De,siglis in Stem �- Instalkol symmetnivall y on both sides of wall assenibly, Thehourly .F and T Ratin , � .. I sta , ofthe a,ssembly. .. , -"ctioll katurcs:� itop si,stern arc equal to the hourly, fire rating. of the wall assembly in NN, hichiti s installed,, The del . rggered on opposite, sides the L'"CL Fire Re,gistance Directon 11 nclu e the (111 . y, slid sha i d f . ow ing con% ' � CLARKDIETRICH BUILDING S YSTE NISS — C.D ProT.RAK. CERTA.INTEED GVPS'tJM IN('— Types I, 1300R(11, G lasRoc, Type X, Type I A, Studs - Wall ftani-ing ruay consist of citlier wood studs (JUKK 2.1ifire rated assemblies) or steel � . ;top -system shat I be as follows.. ' .. . I I � �� katin - a .- I . I I .. I . I RTM C 'C cl el studs. NVoodstudstoconsist fnotn.2b)�4in,.i,il.byl,02iiiiii)[tittibe.t,spac,edi6,iit,(4(.)6,ii,iiii) A., Fill, Void or Cavity Materials,* .- Wrap Strip -Nom t4iri;, �(� mni) thick ititu'lues-cent C, Silent.FX, I.I.NITED STATE. S GrYP,S . -0 -Type S ,X . r OC with nom. 2 by 4 i.n,, (5 1. by. 1 02 nun' lumber end plates and crosi braces, Steel studs to bernin 34,118 - � � ) 11. a I . ek storneric material faced on one side with aluminum fbil, su plied in 2 in, (51 mm) wide strip s, 14 in. (92 )"in') wide by W1 . $in, (35 mm,) deep ,channels s ced max .1.4 in. �610ruui, OC I .. P I I I r I I C'ERTAINTEED GYPSUM '11 pe " .1 yipe , , ype, I 'pa ,) .1, . Ift, (51 mm) %vide strip tightly: wrapped around nonmetallic pipe, (foi I side out) with sesam butted. I . , "ypsu - Nont. 112 or 518 in, (13 or 16 m*) thick, 4 ft (t22 crif wi e witli s4uare or 11 � . ., . I (,'.'AN.k DA 'IN(,.' - ' y C T X T Abuse- 4J� (ypsum Boa rd* - (Not Show, n - (A s tin alternate to Item 4 whe n used as . " .0 I � 1) I . & (s m Board* , ) id . . . . . . . I ` DMFCWBS LL C, -.ProT.RAK. . I I I "Res-istant. � . I . . , 4des A. ; ( , rect attachment onl to steel 11 stri la e securely bound with steel wire or,alum, irlunilibil tapeA and slid into annular space appro',� I . I .1 I I I ­ I . , , 4 di tapered ed es, The g 'psurnwallboard type, thickness, number (if layers,faistener type and sheet ,y. r,, . � I ­ � . I � I, 1. � - . I . I... . ­'. ­ I ­ the bwe..layer o n,one ot: both ,, s io f �N.r 1.1 � 'F .y ., N I_ p I 9 . � I I I � . I studsItem 2�C � ) -Nom, 5,18 in, thick lead backed gypsuin panels with beveled, otientatiol.i. shall beas specified in 1heindividual U,YA or U4(w) Sedes.Design in the UL Fille, Resistance '11 (32 min) such that approx 14 in � (I 9 intin'. � of the w p stri I � � I I ta up protrudes from the wall surface, . - GEORGIA-PAC,'IFIC GYPSMYNI IL L.0 -Types 5,6, 9, C, DA1:1,.DD,,DA., square or tapered edges, applied vertically. Vertical joints centered over studs and Directory, INilax diam of op, ening is 26in, I (W) liuri)., I DAI)C, DOG", DS, GTPFS6� staggered min 1. stud cavity, on opposite sides of studs., Gypsum. board secured to 2.7hroughiiiiiPenetrant - Orte tnetallic. �pipe, conduit or tubinginstalled either concentrically or eccentrically X. _FS � 3M C )NIPANYr ,.-.195+ . . . - within the firestop systeni, The, annular space between pipe, conduit or tijbitig and peripliery of (I Ming shall bt, . 14 4 Ao in, ( Cat: perimeterand. . . . ,studs with. 1. - ],.,i' in ..'rig Tylv, S-12 steel scremis spaced 8 t �..) min of 0 in) (O min . (point contact to nuix 2 iw (51 m,m' pe, conduit or tubing N .0 I . NIBAB U I LDIN G SUPPLI.ES -ProTRAK r LAFARGE NORTRAMERICAINC-i­ .......... T . , ) ) YN .. to be figidly supported on. ) . . ypes .LG, FC2, LG`FC2A, LGFC6, 1.2in, OC.i.n the field. - LP.Fill, Void or Cavity- Materials.* .- (..'au.lk,S'ealan:toir Putty- Min 5,,i8 in, (16 m.m thick'ne,q , both sides of wall aisetribly, The following types aridsizes oftnetallic pipes, conduits or tribing,may be u,WdA . L6 FC6.A,.LG.F'C-t',,. LGFC -C,A., LGFC-W D., I inI, �r6lo ,,,, . A,� Steel Pipe - Nom,24 ) diain (or s.trialler) !Scbedule 10 (or he,lr%;., eiy� S ' p .. ,i � , ted ca ulk or putty applied into annular s ace between wrap strip and periphery of'opening, .A nom 114 . I I . pipe, , - diam (or sinaller se"4ce Welght (or heavier Cast Iron soll Pipe, is MAY('01NDUSTRIES INC -Type ')�-','-Ray Shielded Giypsuirn B. �fron Pipe - Noni, 24 rill, (.6.10 nun) I 11, , mm,� diam bead of caulk or putty to be applied to the wrap i trip./wall interface and to the exposed , ) .1 I ; - 19 mrn).from the wall surface � - NATIONAL GYRSU M CO - Types,FSK... FSK -C, FSK-G1,.FSW­-C,,FSW-G, noni. 1.2 In, (305 inni) diatin (or sinafter) or Class. N.H.or heavier) ductile iron pressurepipe.. ot' the wrap striplayeis approx 3,14 Im. (r :1 � f .1 .FSW, FSWJ, FSW-5, FSW-6, . not f 1) SOUTI: EASTERN STUD & COMPONENTS .I NC, - ProTRAK 41(,� G ypsu m Board* - (As ,an alternate, toltem 4 and 4A, or use with I tern s 47',C'ondiiit-No�n-.t6�on,�(152,ni�m)diam(orsniallei),stee�irctvn�cluitornoni4i.n(l-()2m.nI dilin(or . I 1D, IE, 2D and 2 E�. ) - Noni 5/8in, thick gypsum. panels with beveled., square or smd1ler' steel electrical metallic nibing. ) 3M COMPANY- Cl? 25WI.3+ caulk or.M.P+ Stix putty, IC .1. 5WB+ catilk, FircDam 15C . .D. Copper Tabing -Noin 6 in, (152 tnin.) diam (or sinAller) Typ_eL (orlweavier) copper t4bing � NATIONAL,, GYPS tj M ("., 0 - R iyadh, Saudi.Anabia - Type FR., or WR., tapered edges installed as described in Item 4and 4A., + E, Copper Pipe - Nont 6 in, (11, 52 nuri) diarn (or sinaller) Kegular (or heavier) copp,eirpipe, caulk or 1313-3000 WT sealant, (Note:: .L Ratings apply only when Type CP 25WB+ caulk 4 I � 1 � "lexible Metal - 71 511 pi types of sted flesibleinetal 3000 WT sealantis used. CP 25WB+ and.Fire.Darn 150+not suitable for use with CI1'VC I I E_ Framing Members*- Floor and Ceiling Runners -Nort. shown - Inlieu I,',, .through Peinetrating.produtt* -.[� Piping ne-to, Owing - � . -is p4pj � n 8 in ily tvi tised i of Irtems 1. through 1. D - For use with ,Ite tin 213 an d 41 on], , proptietary charine 1. PA+W','0 Bt ... flILDING PRODI,T(I'S L L C, DBA CGCINC - Type lJLX , ,S y . . i � p 1. Notirt 2 in.. (5]. nun) diflin (tit, strialler) stecitflexible metal gas piping., Plastic ctwering on C, Foil Tape - ( . not sho%1:n):::::::::::::::: Nom 4 in, (102 nun') wide, 3.mil thick aluminum. tape wrapped a 4 d l7r ... .. shapedrunners+ 1-1,4in., deep by min 3-5/8 in,, wide fabricate- voin min OD 18 in, � . � .$ 1 ` M ,,,,,,,,,,,,,,, T,� I piping may or ma at be removed on both sides of floor or wall a win ly, I i, . ITA I "O � y n,. & b ii)e t)nor to the,installation of the wrap strip (Item 3A), Min oforic wra . � ush with both sides o - n , liG k%1?G 41 or PG -9, UNITEDS ITES<.�,*IPSUM(.. -TYipeUI..,.X 1p, I. .1 .p, ft thick Solvi steid, attached totloor and ceiling with. fmsteners. spaced 24 in, OC max, PA BC 0 G'V.'PSU Pe OMEGA FLEXIN(., and pmceedlng outward. 'rape is not required for pipes show-nin Items, 1A, 2B and 2C, TELLING INDUSTRIES L I., C- TR.t ... IIE-TRACKTNI PANEL REY S A - , TyipesPRX,R.HX, M.MKIii ETK USG MEXIC0 S A RE C V .- Type ULX I.Norn I in. (25 inin) diarn (or qinaller) steelflexible metal.g= piping., Plastic covering, on ig the lJL C hissi fircation Mark, . , g SIAM GYPSUM. INDUSTRV (SARABURI() CO LT.Dm­;;;;; Ty e EX -I 5, Joint'rape and Compound - Vinyl, dry or premixed joint corn and. piping . rinaynot bc remov ed on 1xith sides offloor orwall. assembly, . . p po , inay o . LA;, st-I.Tjhk�Algil, on 2009:41-20 ' - 2, Steel Studs - Channel shaped, 3-5/8 in. deep (min'), formed from, min.No. 25 41, applied in two coats to Joint,, and screwheads; paper tape, 2 in., -Nvide, embedded GA.%TjrJrE,I)IV OF TITEFLUX ' . . I E .D 'llype X, Veneer. lasterBase - Type X, Water Rated - ,% 'i I T MP.LE4[NLAN* =Uss=w, 11 infirst layer ofe ornpo und ov r all join t5,. .As an alternate,, nominal 3/3 2 n,thick 2J'i�t �,.$]��, 2 N�rjfff.S � -) , ,; win veneer plaster may be applied to the entiresurface of Classified'-wreneer ., �Ql I.-JUndesm Laboralaries ...... tmi,,X .MSG p, lv steel spaced 24 im ('.)C max, Studs to be cut 14in. less than assembly T�� pe X� S heathing -Type X. Sol"'fit - T X, TG -,C, Gree. nGlass Type, X, Type X gyr ps � _ y pe. , I., Norn 1, in, (25inin' d iain � of- sina ller' steei Ill"., iblernetalig . , .. ps pi'ling.. Plastic covering 01.1 height. ComfortGuard Sound adening baseboard, Joints re inforced. Pa per tape and joint cum pound in ay 'be (ini itted I i ) , ,) .1 . De , Gypsum Board. nja'yrnot: be renI(JVCq tv. both sides of floor or wall, assembly, I piping Irlay or I � 11� , . . 2 � ft. el . whengypstim boards are supplied,with square edges, � ,. :, pearanceofacom any's name or product in. this database does not in itself as-surie that products so I �2A,r Framing Members*- Steel Studs - As analtemate to I tem. . - Chat. n - p � shaped studs, min 3-5/8 in. deep, UNITED STATES GVP,St.:. M CO ...... ,­ TypeAR., C, FRX-G, I.P.A.R., IP -XI, I )_ I WARD MFG L �L C i.ed have been manufixtured under IJI ... o's f7oIk)Nv-tr_Yp .Service,. (`)nly those products lVaring the Lil, TV1 . spaced a max of 24 in., OC., Studs to be cut 3/4 r I h ) Ir in,.Iess than assemblyli � 6,11esilient Channel - (Optional -Not S oWr' 'I'l-ri, 25 MSGgaIv steel resilient be considered to be Listed and coveriedunder UL's Follow-up Service, Always look for theMark , X2, IPC -AR., SCX SHX, WRC, WRXi, 1,.'.ISGX (Joint tape and co.tripound, Item 5. i - ange portion, attached to each � , , . � channels spaced verticallymax 24 in,. (K,, .fl , o ional.for use with Type USGX)� � . . . 1 3; Fill, Void or Cavity Material* - Caulk. or Sealant -Min 5,�S.., 1-114, 1-7,1,8 and 2412 in: (16, XZ,48 and t pt .intersecting stud with I.,i,'.2 in, long type S-12 panheads,teel screwrs. May-tioit b. Ls 64riurf) thickness of caulk fir 1,2, 3 and 4 hr rated, assetriblies, res ectively, aptAied within annalus, flush with . . r I 31JPREME Framing , p , ALUTEEL & GY PSUNI PRO DU( ITS INC - �T: .. 1 yjxx� S , P used with Item 4F, K-)tlisurfaces of wall, Min L,4 Ili, (6 mm.) diLan bead of caulk- applied to gypsurn boat-dilpenetraw interfacent Tn its the reproduction of the material contained in the Online Certification.Directory ssub�ject to the . . System USG XIC0 S.A DE CV - Type A.R., Cr'I , .-.AR..,, IP-iXl � l.P_Xr2, 111IC-'AR., ; r . . ME . . . point. contact location an t%)th sides of wall, The hourly F Rating of the. firesto � tem. is dependent upon the, - ],'The Guideinformation., Desig -of ist ngs (files .must Iv. r 6A, SteelFraming Members (Not Shown' 3,furr 'n. y PsY9 iiig. con ditions'. ps and/ .L i presented in thei SCX, S.H.X, WRC or W RX, ,)* -As an alternate to Item 1"9, houdy fire rating of the Nvallasscent bly in Much it is installed, as shownin. thefolloiAing table, 1he hcxIrly T , and in a non -misleading inanner, NN i thout all . nipU lation of 1) I , yr in a - te , F the data (or drawings), 2. The sita , lie t'a�tirtlg D channeN and resilient sound isolation clip as described below-, lt3iing of thefiresiop, s)vernis dependent upon the type or sim ofthe pipe tv cmiduit rai.d the hourly 16 L .. - - CONSOLIDATED FABRICATORS CORI, , , ated from the Online Certifications Directory with. permissionfrom tfriderwritersLaboratories Inc, a. Furria g (.','hannels - Formed of ,No, 25 .MSG galv steet 2-3/8 of thei watl asseinibly in which it is installed, as tabulated below: 4A, Gypsum Board* - (As ,alternate to .Item 4) - Norn. S,i8in., thick,gypsum. , ,�,,� ........ __­­­­,, - - - - ------ . ...... � ... ..... ­­ . ........... _-_­,,m,.­__1�­ ..... ­­­ ... � ... .. ............. �� ........... . ...... ..... ­_­­,,­,�J�,'.­ ............................. . ............. ­­­­ ­,..,..,..,.,.­,, . 1 4 I I adjacent to the extracted material., In addition, the reprinted material must include a co yright noti, -in., wide by IS in. deep, spaced 24.in, OC perpendicular to studs, I . IF , p ' I . I.DI GYRODUICTSDIV-T , 1 . Max Pipe i �. 111) .1 .N r I ype S1.11PREME Framing,Systern . arielswithbeveled; squareorta. ed edges, applied'verticalty, or horizontally, .. F . � "' " -) 2W 1 tYndenivriters Labor . i�L ." ,, .. I - .) ato s p Per .1 lowingfounat Cop i litiC f -4, .In ic, !�'#,"" :1 L . I �. .. ; Channels secured to studs as de.v-11hediriltem, b.,Ends of adjoining or Conduit .. Rating vrig 1. Rating - Vertical joints centered over studs and staggered arie stud cavity on ci posite sides I .. I . P . I . � . . I channels are overlapped 6 in, and tied together with double strand . Diam In (mm) . Kr Rr 0.11JAILRUNBt LDIL t .... . ­­.:%. ::;;:;:;;.i;::�::::::;:::;.:;;;.";.,.::;;Z:;;;;:.,.�zz.zz:z�t Zz;;;zz;;;;;;,�;,���,�1;4�,,,''�'LLttLL��,��������������������� ������'��L������'���.'���'�2"�'.�IlI �­'�t��: t-;-L ­,4 3-1-11111I.: .. ... 'I " L;;;I-.��,��:;���z���,,�������,,�,,,,;�r.;IL� ... ii� .1 1, .NG MATERIALS INC,'-'TN,I)L-.SI,JP.RE.ME.Ft-,itning of studs. l4orizontal edge Joints and hol"LiLLZO11tal butt joints onopposite sides of of No. I 8 SWO galv sleel wire neat each end ofo-,,erlap. As an . . . . I . � . . I I Z . ,11 o 11 ��l $J I r1l P,.� r,.:i.1 �.ii RT 1::i I ��1 a [I 11 is;; Ho i '100 %1:11 F 11�, I n ip k1i 11 �11 s �k i� ii� 11 104, 11:1 I' � 0 a I 11 h , IT!i,, �1, TOL �J$i J! if� �'! A li'l .1�� k (11 J W I 0`�If ��J 1'� L : ids need not be stagg . ack�ed by steel -framing, Panels attached to steel 04% I or! 2 . . A . System. (.25) lor2 ., � . ,,sit ,e red or h . �������������.�������������������,�,���� ii-- ­­­­ �� � �,�,� . alternate,. ends of adjoining, charmets -may be overlapped 6 in. and -111=1- .......... '3 ....... "A ....... M­W..'..� ... �,l�-,-,.II"411�,���IILLLLL����:����..�..�44� ... .­­­r,rrj ..... .. . ­,"r,",­� ... ;rrrr"rr ..... r ... rr­­"."� ... =r ....... � ........ � ....... "I ........... 1.;;;;.11;;I";.I;;;;;Ilrl",;11;p ",pppl., .. . ... �, 11,1 .... ��, . '�;-...LLAI-��".LLLLLI����l�������������U=4411� ................ r .11 I - studs andfloor runDer With, lin., liong Type S steelscrews spaced 8 in, ()C when I i[`il (25' 11 3 or 4 I .r . ""' "I I 11 .3 of 4 I� "I I Er s"ured together with two self -tapping No, 6 fiaming screws, mill ii, ­­­­ 11.111.1-11-11 ... 111. n�t,_M��I�numnnn��, 11,1 .1--.11iiiiii- ... - v .... � .............. ... ..... 1=11 ....... . 11 ........... � ......... � .... 111- MM1,11.1.1,111L. =M] . . . 'C, "TE LSTI)D NI A JR i G -CO - Type SUPREME applied horizontally, or gin. OC ah)ng vertical and bottom edges and 12in, OC in 11 . � . S .,,.,%F(,'O.S ANUT.,C71"I ,IN .. ,,=� .. ... � v�t"­,, ... . ...... ­,­­�ii .... 1 .. ... ,i�11�� ­�� .... - ,1-- . .. ... . . . . ....... ........ . , 111.11.1111i'll'I'll,..�..�'.111,11,11,11I I (I 11 .. . i" 1, 1, I .. L 7/16 in, long at the tin idpoi n t of the ov erlap.. % ith one sere %%.? on . .: 11 .. (y . � " 4 (1(.')2 .. -1, K ,) :. I or 2 ,: 0 f'raming System thefield when panels are applied vertical When Used in widths other than 48 .. .. -', a .. .11,11-�'ll"�,��,�'ll-l�Ill"""-.,�'ll""I'll�,�-1.11,��,�11-111,111,'ll"'ll""I'�111.1�.-�r.1-11,11.11,11--l-Il.11,111,11�-.111,11i::--,.-�.111,'ll"ll,"-"",'""',,., ..... . ............. . ..... . . ................. A '-,,,-'-,ll---- .1 . each flange of the channel, .. , ....,-,�.."".,.,.,...,..,.-,..-"""�'ll""I'll'.11 - i .. c . .. . I . , .. in- gypsum panels to be irisaalledhonzontally. I .. ii; ' .5 �. 6 (I's 2' .. - , . . L ,) .i :1 (M 4 " . . I ., I i ... I.- rrrrr­. r"-..-rr�����������............................'r .... ==����.,�,,: .... =... ... ......... .. . ................ ...., ... . I I ... 1.11 .. . . ................ .. . . .............. __,�,­ .... = ... �­ .... I ... I ... r ........... rr,rr.r rrr ] .... ............. I ..... I ... ........ ...... .. ............... ... � ......................... L ......... I ..... L .... -L-L---- ... .­­­­­­­ ... � ... ,­ S'17EEL C,.ONSTRI,Y(','TlON SY`S'rE,MS1NC'-Tvpe S13PREME Frain. ling b. Framing Members* - Used to attach furring, chanl1&1LS'( Item a) . .. . .. I .. .. I . . . I .1 . I �1. i".I; (,'I�s � i I or :'. 1 01 -, . I I . . � . - . I i,L,�i .... ,,�,iii,ii,,��i .... i ...... I'Ll�Ll"�'��"�'ll""ILL�����.��L�ll'Il��IIIIIIIIIL�������������L�"�����.���'�""IIIIIIIIIIII,���������,r��.���,�����'�����L'Ill�����-1-1111.����LLL���'.��lil.,��.I..���,,�.�1.1�,�'ll'I."����� ... I..��lill�111.11".�,,��,�.����� ............... i��­­..�1.1 .. ........... ...... . ���,,�,�,,�..'��,,�,,����,�..��'ll"�"I ....................................... .. ......... � ................................ t. System CG( IrN( - Ty-pes.A.R., C. IP AR, IP -XI, I.P-X2, IPC -ARL, SCiX1 to studs (Item I Yi Clips spaced 48 in. (I)c II andsecured to studs . � '' � I . I .; ."S.'IIX WRC or " ii L .1 WK X., %%ith 1-5iiiih, tit.. wa, fler or lie. x head TY pc S stee I scia e Nv dirougli (tic I . . . s �, , ating''fis UNI-I"ED METALPROD'UCTS''INC- Type, SUPREME Frarning System center grom. ni Fu ning chann. el.s are friction fi tted into clip s, -+When, copper p1pe Is ki, ed "I"R ' () bi . 11 CERTAINTEEM GlIr PS111] NIJANC; - Tvt)e X, Type C:; I 3M C(YMPANY - CP 125%414 -or t:JJ-3()(X) W'.t. '.. . . PACINTERNATIONAL INC - Type RSIC-I. 2B. F."raming.Members* - Steel Studs -Not shown - In lieu ofltem.2 ---,-For (7ERTA.INTEED:GVPS'tJM CANADA INC, - Type X, T pe C "Boo fing 101 or I � y 11 ., the t.1L Classificat' i M k - ruse . W.Jtb ,Item 113, proprietary channel ,shaped steel studs, 144 in. wide by min 3- 1 1 . � L as,t tll,pdared on,2005-06-15 - K. S I � $:i 41 1_,04 0 0 8 cf� 0 5 $..4co � r 4 t* (D P-4 .9 4) A W i� a) $_4 0 (3 P--� 4) 2 .5 R d8tDD 0 0 Q W -80 TMEO is U rA +-) M 0 ;:3,-0 U U� 1% �t , 00 IN — en = �411_n� ,ii,_ 'a `0 �Q g t--: Fg! 9 N W� 6 I � 8 �5� E 1, 4 8 "R 'Q kt- 6- "i""' ie U) .- - C9 (D ui 0 1 �_ 1,_ _J �_ UJ UJ Z) = CIO U) I L. 1 C= " 0 I 4-0 CO 1--t (1) ui M I > C 15 UJ 3 >6 .2 4-0 0. CU (1) W W UJJ c1r) 0 � 00 (3) -r- N t� 0 Z W CUA iip "r- -90 C))C . a OLL 0 W 2 I wl� 6 'a (1) C F_ Z C-4 M p., L_ �: W =i I 0 CC14, 0 �t , 00 IN — en = �411_n� ,ii,_ 'a `0 �Q g t--: Fg! 9 N W� 6 I � 8 �5� E 1, 4 8 "R 'Q kt- 6- "i""' ie U) .- - C9 (D ui 0 1 �_ 1,_ _J �_ UJ UJ Z) = CIO L_ a) I a 1 C= " a) 0 a) a) 5 C 3 M �: 'a 1--t 3�.r 0 0 (1) I LL ui M I ..iIe a) I- — , M 0 p co 2.9'.0 15 UJ 3 -0-0 cD E E n .1= 0) W .2 l'i- U) C0 0. C.9 , �t , 00 IN — en = �411_n� ,ii,_ 'a `0 �Q g t--: Fg! 9 N W� 6 I � 8 �5� E 1, 4 8 "R 'Q kt- 6- "i""' ie U) .- - C9 (D ui 0 1 �_ 1,_ _J �_ UJ UJ Z) = CIO W 9 I Z 0 1 C= " CO 0- " � 2 1--t co W >- — >. 0 - LU = .1. C.9 , W 9 — - Co Z! I co a b F Z6 = W UJJ 5 Z � Z� LU — W CME 6 0 W - - - - !WE - - - . 0 M 9 — - Co Z! I C*4 a b F = W UJJ 5 Z � Z� LU — R:: CME 6 0 Ill W !WE 9 = a- 0 I 0 0 Through -penetration Firestop Systems System No. W -L-2147 Noventber A), 2009 F.Rating —1 And 2 l=iar (See Item. 1) T Rating —1 And 2 Ilr (See Item I) 'A V, Wall Assembly — The I or 2 fir 6rerated gypsum boatd/stud wallassembly, shall lie constructed of the materials and in die manner Specified in the individual 1:130(1, U09) or V-400 Series Wall mid Partition Ltsigns .in the 11 L Fire Resistance Directory and shall include the lollowing constructionfeaturesA A. Studs — Wall framing.may consist of either wood studs or steel channel studs,. Woodstuds to consist of.nom 2 by 4 ill, (51 by 102 mm) lumber spaced 16 in., 0406 mm) 0(;7. Steel studs to he min 3-1,.2 in., (89:nim) wide end spacedlitax 24.1n, (6 10 mm) 0—C.; Gypsum Board* — Thickness, type, number oflayers and -fasteners as t.equired in the individual Wall. and,partition.De sign, Max diamof opening is 5 in, ,(127,nim;Y The hourly F and T Ratings of the firestopsystem are equal to the hourly fire rating of the wall assembly In which it -is insta Iled. .2. Through.penetrants .— One noninetallic.pipe or conduit to be centered wit6in opening with an. oin 1.14 In. (32 ruin') minular space between pipe or conduit and periphery of ope-ning, Pipe or conduit to'be figidly supported on both,sides.of die,wall assembly". "lliefiAlowing types and sizes of.rionnietallic pipes or conduits ,may be used; A,.P#Iyvinyl Chloride (PVC) Pipe— Mont 4 in, (102 Jurnt) diain (lirmnaller) Schedule 40.siolid coreor cellular cote PV(7 pipe fi)r use in closed (,Process Or suill)[y) or vented (drain, waste, or vent) piping; B. Rigid Nonmetallic (;',onduit++ — Nom 4 in, (102 mm) diant (or sinallei) Schedule 40 PV(' conduit 'o Installed ill accc)rdance with ( ode (NFPA No,, 70),. C, Chlorinated.polY I;,Vnyl Chloride (CPVC) Pipe —Nont 4 mi ill, (102 n l diank(or smaUR llee S 13 CPV(' pipe :)oar use inclosed (process or supply) piping systems.: D_ Acn. IonitrileDu lad iene Styrene (ABS) Plpe—Nom 4 in; (102 inin)diarn ("(.w smaller) Schedule40 solid core or cellular core ABS pipc for use in closed (process or Six ply) or vented (drain, waste or vennip p piping., systems: E. Fire Retardant Polypropylene (FRP.P) Pipe — Norn 4 In,, (102 mat) dram (or Smaller) Schedule 40 FRP? pipe for use in closed (process or supply) or vented (drain:,, waste or vent) pipiligrsystem, 341irestop System:—: The details of the firestop, system 4tall be as follows' A. Fill, Vold or Cavity Matiorla Is* — W rap Strip — Norn L,'Rin,J3.2 in in,) thick intuniescen. t material ;.supplied in 2 In.. (51 nini.) wide strips, Wrap Strip tightly wrapped around nonmetallic pipe with continuouslayers and butted tightly against both. sirrfaces of the wall:: The mitt inunber of'Mayers reqtdIVd is dependent u p oil the nom diarn ofthe pipe.; lZor nom 2 ill, (5 1 mm') dram (and smaller) pipes, one Jasper in. and 3 in, (64 and'7(r.inin) diarn pipes,, two layers are required.For.w.-in 3- 1,1'2 iii, and 4 in, (, 89 mid 102 nint') diarn pipes, three layers are requited. Wrap Strip la yets temporarily held in position using aluminum f6il tape, steel wire tie, or equivalent. 3M O:MPANV — Ultra US' Steel Collar — N01111 2 ill, (:5r1lnnx) deep collar with. 1 -1 /4 in, (32 nen) mlide by 2 in. 1:51 trim;) long anchor tabs and min. 1:,12rill, (1,3 m1n) long, tabs toretain wrap strip layers. Coils ofprecut 0,016 1& (41 min)thick (2 8 gauge r gals sited Steel available front wrap strip Illaft"faCtmet;alternate., AS all alterate,, collar may he field-f4blicateJ front mitt offl6in, (Al 1)1111) thick- (28 gauge) galv,%hovtsteel in acs "dance with instruction sheet supplied by W111p aStripr[nflUlfacturef, , w Steel collarith anchortabs, bent outward 90 deg, wrapped tightly around wrap strip layers with mitt I in, (25 min) overlap tans u.) he pressed ti .fatly against Wall 1ptirfaces,anal collar to be compressed around wrap strip layers uwag a mitt 1 12 iti. (13,nun) wide by 0,(129im min;) thick stainless steel 'and clamp at tile middle of collar., A, s an alternate to the band c hatrip, collar for systents with three or snore I oyers of ivrapmarip maybe fastened together along the overlapping seam Nvith three N o 6 by 11 in: (1, 52 by 10 m in) long self - tapping, stevl, screw & Collar to be Secured to wall surfaces w ith 3/16 in (5 mm) diam steel toggle bolts, or equivale it, in coq I juction with tifin I - 1/4 in,: (3 2 min') d imn steel fender wasbers, klin of two, three or lour anchor bolts.,syllimetrically located, or nom.2in., (51 mm.) diant (mid smaller), nom 31n, (76 jnni) diam. (and smaller I and nom 41n. (r .1.02 min I dialn (and snialler), pipes respectively, Fill, Vold or Cavloy Materials* — Caulk, Sealant or Putt„s,, — (Not Shown —Min. L1 in: (1,3 tru.n. ) diat.n. head of caulk or putty sball be applied to oxiter perimeter of collar atits interface with sAall surface(s), 3.N1 CO.NIPAN C1 P 25WR+t ca.ulk_S4P:+: putty", 1C: 15WB caulk., FiteDam. 50-1- caulk err FB - 3000 W'I'sealaftj.:. (NaW CP 25114;' B+ and 1�airet)mn 15(l+ not suitable, for use with (TV('pipeil) D. Firestop Device *—As all alternate lit) Itenis 3A and 314., firestop device to be installed in accordatim with the accompan-ving in; 4allationinstructions. Firestop device to be installed and latched around pipe and secured to both slates of wall with Ultra Fast Anchors Straps or with 1/4 in, (6 inni) diam byatin 11- U12 in, (38 non) long steel toggle bolts in conjunction with min I-rU4 in, (32 mm) diarn steelfender wwgters, Min of two,, three or four anchor mrqps oranch4,-.)r belts.symmetrically located,, for nom.21 In.., 3 in, and 4 In, (51 runt, 71.5 inni, and 1(12 nun I diani, pipe respectively, M. COMPANY — Ultra R:C Pack 10, 3r0+ 4,0 ++Bearing the UL Listing ),dark- 011featilrIg the (.1- ("'lag sificatio.n. Mark 1_20 Last.U.Nated on Copyright 0,20 11 Underwritem 1..ai:)cq'm1arie s The appearmce (if a company's name o.t product In. this database does notin itself assure duat products so identified have'beeninainifitctured under UL's Foljow,4Jp Service, Only those products bearing tine UF L Maric sbciuld be considered to he Listed and covered under Follow -Up SerVj.Cer rEk Imnays took-, for the Mark on the product.. IJIL, permits the of the.inaterial conta.ined in the Online Certificati(xi Directory subject to. the V I., "!he Guide lnfowrunaticin, Designs adlorL istinW it'les).rnust be pie in their entirety and in a nkm-inisleadi ng, -manner., without any inam ula6on of the data (or drawig 2. The sWenient "Repainted from the Online C erfifi, caticoxis Directory with W. inission from UnderNwiters Laboratories lite.:" must appear adjaceni to the extracted alaterial, fit addifiori,, the repritited.niatelial alust include a copyright -notice in ,rje rill, ,, 'S p the f6flowing forinat-1 IC opyrijht 02011UnderwritersLaborat I r v r �i a� ii Aw r, r ,n o ;j a P i� �n o pi m g r, e,,j �pr.ii i i 7. a i ij Kil li i M r, uc ii i m,, I t Ih ii n t ,ei g i")j t y ito i. is n R! M 1,1 k "I fp 1w 1 a ld g R I L L Ua . Cl) L. 0 0.0 .6� I.- — (D U_0 Z n M CU ,°C_ 0 LU E a 4) M co U) 00 t3 Cq LL C (Do 00 C-4 E C UJ me 0 LLJ 0 E uj 2 6 .BUJ -0 z (, C C-4 r4, o 64 0 Cfj L) Ua . 0 Cl) L. 0 0.0 .6� I.- — (D U_0 Z n M CU ,°C_ 0 LU E a 4) M co U) t3 Cq LL C (Do 00 C-4 E C UJ me 0 LLJ 0 E uj 2 6 .BUJ -0 z (, C C-4 r4, LLJ d 64 0 0 N 0 M F 0.0 .6� I.- — (D U_0 Z n M CU ,°C_ 0 LU E a 4) M co U) 0 Z n cq t3 Cq !1.2uj E UJ LLJ z Cfj L) LU A5 TABLE 1 - DESIGN LOADS FOR NEW CONSTRUCTION A LIVE LOAD ROOF DEAD LOAD L ROOF 20 PSF 0 15 PSF SLAB ON GRADE 100 PSE SUPERIMPOSED ROOF - BOTTOM 10 PSF 2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" -ASCE 7-05. ENTRAINMENT. CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. EL. 4. WIND LOAD _ SECTION CUT ON PLANS A.B. BASIC WIND SPEED (3 SEC. GUST) 120 MPH ANCHOR BOLT L BUILDING CATEGORY II LENGTH 0-0 IMPORTANCE FACTOR 1= 1.0 5. ABV EXPOSURE B ENCLOSED ABOVE LDG INTERNAL PRESSURE COEFFICIENT i 0.18 LANDING GALVANIZED OR STAINLESS STEEL. SEE ARCHITECTURAL DRAWINGS. 6. "STRUCTURAL WELDING CODE ANSI/AWS D.1.1-06", AMERICAN WELDING SOCIETY. A.C.I. COMPONENTS AND CLADDING PRESSURE AMERICAN CONCRETE LG. 5. LONG 7. ROOF/DECK/JOISTS SEE TABLE BELOW DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INSTITUTE L.L. BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL LIVE LOAD 7. SHEET NO. BE REJECTED. BOLT CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE ADD'L -ZONE 4 +32.3, -35.0 PSF ADDITIONAL LLH -ZONE 5 +32.3, -43.1 PSF LONG LEG THE COUNCIL ON RIVETED AND BOLTS JOINTS. USE BEARING TYPE WITH THREADS INTERIOR WALLS U.N.O. 7 PSF IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF A.F.F. _COMPONENTS AND CLADDING PRESSURES AT EXTERIOR WALLS ABOVE FINISH FLOOR EFFECTIVE AREA OF OPENING ZONE4 HORIZONTAL ZONES THE MOST RIGID REQUIREMENT MUST GOVERN. POSITIVE AGGR POSITIVE AGGREGATE LLV 32.3 PSF LONG LEG 32.3 PSF GALV SECTION NO: A.I.S.C. 32.3 PSF AMERICAN INSTITUTE OF 32.3 PSF SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. VERTICAL 20 SF 30.8 PSF 30.8 PSF 9. 50 SF 29.0 PSF -31.7 PSF STEEL CONSTRUCTION LNTL -36.5 PSF LINTEL SECT -30.2 PSF 27.5 PSF I ON GLU-LAM BEAM A.I.S.I. AMERICAN IRON AND L.S.H. FOR ADDITIONAL REQUIREMENTS. LONG SLOTTED D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TYPE OF COMPONENT (EFFECTIVE AREA) ZONE 1 ZONE 2 ZONE 3 SECTION MARK ON DETAILS NEGATIVE POSITIVE NEGATIVE POSITIVE STEEL INSTITUTE ROOFING (1 SF) 14.4 PSF -35.3 PSF SCALE: 3/4" = V-0" -59.2 PSF 14.4 PSF -89.1 PSF DECK (5 SF) 14.4 PSF -35.3 PSF 14.4 PSF HOLES 14.4 PSF -89.1 PSF JOIST (20 SF) AL. -34.4 PSF ALUMINUM LONG 13.5 PSF LONGITUDINAL JOIST (50 SF) 12.3 PSF -33.2 PSF ALT -44.6 PSF ALTERNATE L.P. JOIST L100 SF) LOW POINT -32.3 PSF 11.4 PSF SHEET NO. ARCH -38.3 PSF ARCHITECT(URAL) L.V.L. OXIDE). LAMINATED VENEER ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 12. PROVIDE ONE COAT OF STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES EXCEPT ASPH DAYS: ASPHALT AT AREAS TO BE FIELD WELDED. SEE PAINT SPECIFICATIONS. LUMBER A.S.T.M. AMERICAN SOCIETY OF TESTING MATERIALS ### C = FOOTING MARK ON PLANS AWS. AMERICAN WELDING SOCIETY m - CONTINUOUS MAS MASONRY FOOTING SIZE MAX MAXIMUM B/ BOTTOM OF M.B. MASONRY BEAM B.B. BOND BEAM MBM METAL BUILDING MFR EL, _�_ " = ELEVATION MARK ON PLANS BIT BITUMINOUS M.C. MOMENT CONNECTION BLDG BUILDING MCJ MASONRY CONTROL ELEVATION CALL OUT BLW BELOW JOINT BM. BEAM MECH MECHANICAL BOT BOTTOM MEZZ MEZZANINE B.P. BASE PLATE MFR MANUFACTURE(ER) BRDG BRIDGING MIN MINIMUM BRG BEARING ML. MICROLAM = NORTH ARROW BRK BRICK MOM MOMENT B.S. BOTH SIDES M.O. MASONRY OPENING BTWN BETWEEN M.S. METAL STUD B.U. C BUILT UP MTL N METAL C/C CENTER TO CENTER N.S. NEAR SIDE C.B. CONCRETE BEAM NTS NOT TO SCALE CANT CANTILEVER = SPAN DIRECTION C.C. CONCRETE COL O C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT OA. OVERALL OR CONTROL JOINT O.B. OVER BUILT C or CL CENTERLINE O.C. ON CENTER CLR CLEARANCE) O.D. OUTSIDE DIAMETER TARGET ON PLAN AND DETAILS C.M. CONCRETE MASONRY O.F. OUTSIDE FACE C.M.U. CONCRETE MASONRY UNIT OPNG OPENING COL COLUMN OPP OPPOSITE COORD COORDINATE CQNC CONCRETE P = STEP CONN CONNECTION P.A.F. ..� POWDER ACTUATED FASTENER i CONT CONTINUOUS PC. PRECAST CONTR CONTRACTOR CONSTRUCTION PERP PERPENDICULAR ---,® _ MOMENT CONNECTION CONST PE PRE-ENGINEERED CSK COUNTER SINK PENN PENETRATION CS.J CONSTRUCTION JOINT PERIM PERIMETER CTR CENTER fLor PL PLATEPLY CTR'D CENTERED PLYWOOD = REVISION MARK P.L.F. POUNDS PER LINEAL FOOT D PNL PANEL PREMANUF PRE -MANUFACTURED DBL DOUBLE PREFAB PRE -FABRICATED D.L. DEAD LOAD P.S.F. POUNDS PER DEPT DEPARTMENT SQUARE FOOT DIA DIAMETER P.S.I. POUNDS PER DIAG DIAGONAL SQUARE INCH DIM DIMENSION P.S.L. PARALLEL STRAND LUMBER DIST DISTANCE PTN PARTITION DN DOWN DT PRESSURE TREATED TABLE 1 - DESIGN LOADS FOR NEW CONSTRUCTION MINIMUM STRENGTH LIVE LOAD ROOF DEAD LOAD FLORIDA BUILDING CODE 2007 - WITH 2009 SUPPLEMENT, ROOF 20 PSF SUPERIMPOSED ROOF - TOP 15 PSF SLAB ON GRADE 100 PSE SUPERIMPOSED ROOF - BOTTOM 10 PSF 2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" -ASCE 7-05. ENTRAINMENT. CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. EL. 4. WIND LOAD STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS 3. BASIC WIND SPEED (3 SEC. GUST) 120 MPH CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 NOTED OTHERWISE: BUILDING CATEGORY II "ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - LATEST EDITION. SECTION 5.3 OF THE LATEST EDITION OF ACI 318. IMPORTANCE FACTOR 1= 1.0 5. "STEEL CONSTRUCTION MANUAL", THIRTEENTH EDITION: EXPOSURE B ENCLOSED STEEL SHAPES, PLATES, ETC., WHICH ARE EXPOSED TO WEATHER SHALL BE G90 SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE INTERNAL PRESSURE COEFFICIENT i 0.18 CONFORMING TO ASTM A - 615 GRADE 60. GALVANIZED OR STAINLESS STEEL. SEE ARCHITECTURAL DRAWINGS. 6. "STRUCTURAL WELDING CODE ANSI/AWS D.1.1-06", AMERICAN WELDING SOCIETY. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR COMPONENTS AND CLADDING PRESSURE THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY FT. 5. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR 7. ROOF/DECK/JOISTS SEE TABLE BELOW DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL STRUCTURAL MEMBERS - LATEST EDITION. SIMILAR BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB 7. EXTERIOR MASONRY WALLS U.N.O. BE REJECTED. BOLT CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. -ZONE 4 +32.3, -35.0 PSF AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. "SPECIFICATIONSF FOR JOINTS USING ASTM A325 BOLTS AS APPROVED BY -ZONE 5 +32.3, -43.1 PSF FINISH FLOOR THE COUNCIL ON RIVETED AND BOLTS JOINTS. USE BEARING TYPE WITH THREADS INTERIOR WALLS U.N.O. 7 PSF IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF FDN _COMPONENTS AND CLADDING PRESSURES AT EXTERIOR WALLS 1. EFFECTIVE AREA OF OPENING ZONE4 AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS AND ZONES THE MOST RIGID REQUIREMENT MUST GOVERN. POSITIVE NEGATIVE POSITIVE NEGATIVE 1 SF 32.3 PSF -35.0 PSF 32.3 PSF GALV -43.1 PSF 10 SF 32.3 PSF -35.0 PSF 32.3 PSF SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. -43.1 PSF 20 SF 30.8 PSF -33.5 PSF 30.8 PSF 9. -40.1 PSF 50 SF 29.0 PSF -31.7 PSF 29.0 PSF GENERAL CONTRACTOR -36.5 PSF >100 SF 27.5 PSF -30.2 PSF 27.5 PSF GLB -33.5 PSF GLU-LAM BEAM a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION WELDS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE (ANSI/AWS AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM FOR ADDITIONAL REQUIREMENTS. COMPONENTS AND CLADDING PRESSURES AT ROOF D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TYPE OF COMPONENT (EFFECTIVE AREA) ZONE 1 ZONE 2 ZONE 3 POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE ROOFING (1 SF) 14.4 PSF -35.3 PSF 14.4 PSF -59.2 PSF 14.4 PSF -89.1 PSF DECK (5 SF) 14.4 PSF -35.3 PSF 14.4 PSF -59.2PSF 14.4 PSF -89.1 PSF JOIST (20 SF) 13.5 PSF -34.4 PSF 13.5 PSF -52.9 PSF 13.5 PSF -73.9 PSF JOIST (50 SF) 12.3 PSF -33.2 PSF 12.3 PSF -44.6 PSF 12.3 PSF -53.5 PSF JOIST L100 SF) 11.4 PSF -32.3 PSF 11.4 PSF -38.3 PSF 11.4 PSF -38.3 PSF EDITION UNLESS NOTED OTHERWISE. MINIMUM STRENGTH FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". LATEST EDITION. 1. FLORIDA BUILDING CODE 2007 - WITH 2009 SUPPLEMENT, 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE 0.5 4" t 1 2% TO 4% AMERICAN WELDING SOCIETY AWS D1.1. 2. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" -ASCE 7-05. ENTRAINMENT. CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. EL. 4. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS 3. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318-08. CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 NOTED OTHERWISE: 4. "ACI MANUAL OF CONCRETE PRACTICE" - PARTS 1 THROUGH 5 - LATEST EDITION. SECTION 5.3 OF THE LATEST EDITION OF ACI 318. ANGLES, PLATES, CHANNELS ASTM A36 OR A307 5. "STEEL CONSTRUCTION MANUAL", THIRTEENTH EDITION: 4. STEEL SHAPES, PLATES, ETC., WHICH ARE EXPOSED TO WEATHER SHALL BE G90 SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE E.W. CONFORMING TO ASTM A - 615 GRADE 60. GALVANIZED OR STAINLESS STEEL. SEE ARCHITECTURAL DRAWINGS. 6. "STRUCTURAL WELDING CODE ANSI/AWS D.1.1-06", AMERICAN WELDING SOCIETY. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR 5. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY FT. 5. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR 7. NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. WELDS. ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL STRUCTURAL MEMBERS - LATEST EDITION. SIMILAR BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB 7. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE BE REJECTED. BOLT CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. SJI AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. "SPECIFICATIONSF FOR JOINTS USING ASTM A325 BOLTS AS APPROVED BY GENERAL CONDITIONS FINISH FLOOR THE COUNCIL ON RIVETED AND BOLTS JOINTS. USE BEARING TYPE WITH THREADS 6. IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF FDN ALLOWED ACROSS THE SHEAR PLANE. 1. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES DRAWINGS AND SPECIFICATIONS, 6. AN APPROVED LICENSED TESTING COMPANY SHALL VISUALLY INSPECT ALL WELDS AND THE MOST RIGID REQUIREMENT MUST GOVERN. GA. TEST BOLTS AT ALL CONNECTIONS FOR FULL TENSION AS REQUIRED BY THE AISC CODE 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE SYMMETRICAL . FOR FULLY TIGHTENED A325 BOLTS. SEE SPECIFICATIONS FOR ADDITIONAL TESTING CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" ACI PUBLICATION ( AND SEQUENCE TO INSURE THE SAFETY OF THE CONSTRUCTION SITE. GALV REQUIREMENTS. 3. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE 8. TOUCH UP FIELD WELDS AND ANY DAMAGED AREAS OF PAINT IN FIELD AFTER WELDING. SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO G.B. (USE GALVANIZED PAINT FOR TOUCH OF GALVANIZED STEEL). GRADE BEAM FABRICATION OR START OF CONSTRUCTION. 9. ALL WELDED CONNECTIONS SHALL BE DONE WITH E70XX ELECTRODES. SHOP AND FIELD 4. THE OWNER WILL ENGAGE AN APPROVED TESTING AGENCY TO PROVIDE :SERVICES AS G.C. WELDS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO THE GENERAL CONTRACTOR INDICATED BELOW. SUBMIT REPORTS TO STRUCTURAL ENGINEER AND ARCHITECT. AMERICAN WELDING SOCIETY CODE FOR BUILDINGS AWS D1.1. WELDS SHALL DEVELOP REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR GLB THE FULL STRENGTH OF MATERIALS BEING WELDED UNLESS OTHERWISE NOTED. ALL GLU-LAM BEAM a. TEST CONCRETE IN ACCORDANCE WITH ASTM C172 AND C31. SEE SPECIFICATION WELDS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE (ANSI/AWS AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM FOR ADDITIONAL REQUIREMENTS. GR. D1.1). THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED GRADE TB TIE TIE BEAM TESTS IN THE STRUCTURAL WELDING CODE IN BUILDING CONSTRUCTION OF THE LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION b. TEST SOIL COMPACTION PER LATEST GEOTECHNICAL REPORT. (U.N.O.) AMERICAN WELDING SOCIETY, ACCEPTANCE TO BE SUBJECT TO THE INSPECTION AND T&B TOP &BOTTOM REVIEW HAVE AN INDEPENDENT INSPECTION AGENCY. 12.2 AND 12.15 EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. SEE TABLES c. VISUAL INSPECTION OF ALL WELDS. H TDS 10. FIELD STRUCTURAL STEEL TO BE INSPECTED BY QUALIFIED INSPECTORS APPROVED BY PROVIDED. THE STRUCTURAL ENGINEER. FIELD INSPECTION REPORTS TO BE FILED WITH THE TEMP TEMPERATURE STRUCTURAL ENGINEER WITHIN 5 DAYS OF THE TIME OF ACTUAL INSPECTION. CAST IN PLACE CONCRETE: INSPECTORS MUST BE NOTIFIED OF ALL PHASES OF CONSTRUCTION BY THE GENERAL CONTRACTOR. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND 11. ALL STRUCTURAL STEEL SHALL BE SHOP PAINTED WITH A RUST INHIBITIVE PRIMER (RED "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 301, LATEST EDITION. OXIDE). 2. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 12. PROVIDE ONE COAT OF STANDARD SHOP PAINT ON ALL UNGALVANIZED PIECES EXCEPT DAYS: AT AREAS TO BE FIELD WELDED. SEE PAINT SPECIFICATIONS. CONCRETE TYPE MINIMUM STRENGTH MAXIMUM W/C RATIO SLUMP AIR CONTENT SLAB ON GRADE 3500 PSI 0.5 4" t 1 2% TO 4% FINISH GRADE b. MISCELLANEOUS SPECIFICATIONS ENTRAINMENT. CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. SHOP DRAWINGS 1. FOLLOW THE ARCHITECT'S INSTRUCTIONS FOR DISTRIBUTION OF SHOP DRAWINGS. 2. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED IN WHOLE FOR EACH OF THE DTL PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S OR OTHER DETAIL TO PLACEMENT OF CONCRETE. COORDINATE BEARING CONDITIONS REQUIRED BY � DWG DRAWING PRECAST CONCRETE WALL PANEL BEFORE PLACING CONCRETE. DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A DWL DOWEL � TITLE BLOCK LISTING THE FOLLOWING ITEMS: R RADIUS 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, REF REFERENCE INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. a. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR, REINF REINFORCE(D) (ING) SUBCONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS. _ REQ REQUIRE 9. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF b. SHEET NUMBER. EA. EACH REQ'D REQUIRED 1. a 1. REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF C. DATE DRAWING PREPARED, THE INITIALS OF PERSON WHO E.E. EACH END REV REVIEWED ALL TOP BARS OF BEAMS AND AT SLAB EDGES. PREPARED DRAWINGS, AND INITIALS OF PERSON CHECKING DRAWINGS. E.F. EACH FACE RF ROOF 7 ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE T7.19 E.J. EXPANSION JOINT RTN FOLLOWING CATEGORIES: SPACE(S) ENG ENGINEER a. CONCRETE MIX DESIGN 3. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR FINISH GRADE b. MISCELLANEOUS SPECIFICATIONS ENTRAINMENT. CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. EL. 4. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 3. DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARCHITECTURAL AND EQ. CHAPTER 3., METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 MECHANICAL DRAWINGS FOR OPENINGS AND EMBEDS, AFFECTING STRUCTURAL EQ. SP. SECTION 5.3 OF THE LATEST EDITION OF ACI 318. SCH MEMBERS. 5. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL 4. SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE E.W. CONFORMING TO ASTM A - 615 GRADE 60. SECT APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO ENGINEER. 6. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR 5. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY FT. DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS FOOT CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN STEEL DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL SIM SIMILAR F/ INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB 7. CONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE F.D. EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. SJI AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. F- F.F. FINISH FLOOR REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR 6. IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF DTL PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S OR OTHER DETAIL TO PLACEMENT OF CONCRETE. COORDINATE BEARING CONDITIONS REQUIRED BY � DWG DRAWING PRECAST CONCRETE WALL PANEL BEFORE PLACING CONCRETE. DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A DWL DOWEL � TITLE BLOCK LISTING THE FOLLOWING ITEMS: R RADIUS 8. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, REF REFERENCE INSERTS, ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. a. NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR, REINF REINFORCE(D) (ING) SUBCONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS. _ REQ REQUIRE 9. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF b. SHEET NUMBER. EA. EACH REQ'D REQUIRED 1. a 1. REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF C. DATE DRAWING PREPARED, THE INITIALS OF PERSON WHO E.E. EACH END REV REVIEWED ALL TOP BARS OF BEAMS AND AT SLAB EDGES. PREPARED DRAWINGS, AND INITIALS OF PERSON CHECKING DRAWINGS. E.F. EACH FACE RF ROOF 7 ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE T7.19 E.J. EXPANSION JOINT RTN RETURN SPACE(S) ENG ENGINEER RW RETAINING WALL - M .S O FINISH GRADE SPECS SPECIFICATIONS ROOF UPLIFT PRESSURE PLAN Flat Roofs CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. EL. ELEVATION S FLOOR SQ. EQ. EQUAL EQ. SP. EQUAL SPACE(S) (ING) SCH SCHEDULE E.S. EACH SIDE S.E. SLAB EDGE E.W. EACH WAY SECT SECTION EXT EXTERIOR S.F. STEP FOOTING FT. FOOT SHTSHEET STEEL MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION SIM SIMILAR F/ FACE OF S.J. SAWCUT JOINT F.D. FLOOR DRAIN SJI STEEL JOIST F- F.F. FINISH FLOOR INSTITUTE ra FDN FOUNDATION SL SLOPE SHEAR WALL 10. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO ABOVE WILL BE REJECTED AND NOT REVIEWED. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 11. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS, 12. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1Y2" INTERIOR BEAMS AND COLUMNS U.N.O. 2" EXTERIOR BEAM, WALLS AND COLUMNS 3/4" INTERIOR FLAT SLABS 1%" EXTERIOR FLAT SLABS FIN L c FINISH SP. SPACE(S) 13. HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT V-0" AROUND CORNERS OR N f'- LL � m O -E F.G, - M .S O FINISH GRADE SPECS SPECIFICATIONS ROOF UPLIFT PRESSURE PLAN Flat Roofs CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. FLR FLOOR SQ. SQUARE FLG N FLANGE S.S. STAINLESS STEEL WITH ZONE LOCATIONS h < 60 ft 14. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN WALL F.S. FAR SIDE STD STANDARD a = 8.0 ft FOOTINGS WITH A DEPTH OF 1 % INCHES AND A HEIGHT EQUAL TO ONE-THIRD OF THE FT. FOOT STL STEEL MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION FTG N FOOTING 5TR STRENGTH JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE U F- S STRUCTURAL USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT AND MCELROY ENGINEERING. S..W.W. SHEAR WALL GA. GAGE, GAUGE SYMM SYMMETRICAL . 15. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" ACI PUBLICATION ( GALV GALVANIZE S.P. SOUTHERN PINE SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. ffi G.B. GRADE BEAM P F ,.. S"�' SPRUCE PINE FIR )a G.C. GENERAL CONTRACTOR 1 16. REINFORCEMENT SPLICES SHALL NOT BE PERMITTED EXCEPT AS DETAILED OR GLB GLU-LAM BEAM AUTHORIZED BY THE PROJECT STRUCTURAL ENGINEER. WHERE INDICATED THE MINIMUM GR. GRADE TB TIE TIE BEAM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE CLASS B PER ACI 318, SECTION T&B TOP &BOTTOM 12.2 AND 12.15 EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. SEE TABLES H TDS TURN DOWN SLAB PROVIDED. TEMP TEMPERATURE 1< cn L. 0 4-1 c^n W C cu LL ^�♦♦ 00 WOM m .p p O LL UJ WO v C) f.- c ti = w N O r H.C. HOLLOW CORE THD THREADED 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS - HK. HOOK T L THK THICK DIRECTLY TO THE ENGINEER. THNS THICKEN SLAB `� O .•• *doe... •y� Id HORIZ HORIZONTAL �, ♦ .� ,� i� H.P. HIGH POINT TOP'G TOPPING a �- • i v TYP. TYPICAL �,. �• `_ � '�" � � ti H.S. HEADED STUD v � ti -ed HT HEIGHT T/ TOP OF :� w ddd w � p -•-z TRANS TRANSVERSE Q --0 Lu Z I.D. N : 12 INSIDE DIAMETER i 0 ui I.F. INSIDE FACE i .•'` ten: INT INTERIOR UNO UNLESS NOTED OTHERWISE .....• VERT VERTICAL OF CONCENTRATED LOAD ON ROOF (OVER 125 LBS BUT NOT TO JST JOIST I EXCEED 380 LBS) - TOTAL LOAD ON JT JOINT EACH JOIST BELOW RTU SHALL NOT .�� >6" EXCEED 35 PSF. WD WOOD Ct OF PANEL JOINT K. KIP W.F. WALL FOOTING K.O. KNOCK OUT W.F. WIDE FLANGE W.O. WINDOW OPENING EXTG SLAB TO BE REMOVED AND KWY KEYWAY REPLACED WITH NEW SLAB. (MASONRY) ROUGHEN FACE OF SLAB EDGE AND In u W.P. WORKING POINT APPLY BONDING AGENT BEFORE WS, WATERSTOP PLACEMENT OF NEW CONCRETE. #4 x 1'-8" LG AT 16" O.C. EA. SIDE I NEW L4x4 ANGLE -STAGGERED \ WT WEIGHT WWF WELDED WIRE DRILL AND EPDXY 3" INTO EXISTING FABRIC 1'-4" LAP SPLICE (MIN) SLAB WITH HILTI RE 500 EPDXY (TYP) (2) L2x2x3/16 REQUIRED AT W/ WITH\ EACH LOAD - (1) EACH SIDE EXISTING CONC. SLAB ON GRADE NEW CONC. SLAB ON GRADE JOIST CL OF PANEL JOINT TYP Ay Lu 10 MIL VAPOR BARRIER THAT MEETS ASTM E-1715 CLASS A REOUIREMENTS n w L c N U to fl. O ` uj N f'- LL � m O -E z - M .S O w ._I(Ec c� r H.C. HOLLOW CORE THD THREADED 17. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS - HK. HOOK T L THK THICK DIRECTLY TO THE ENGINEER. THNS THICKEN SLAB `� O .•• *doe... •y� Id HORIZ HORIZONTAL �, ♦ .� ,� i� H.P. HIGH POINT TOP'G TOPPING a �- • i v TYP. TYPICAL �,. �• `_ � '�" � � ti H.S. HEADED STUD v � ti -ed HT HEIGHT T/ TOP OF :� w ddd w � p -•-z TRANS TRANSVERSE Q --0 Lu Z I.D. N : 12 INSIDE DIAMETER i 0 ui I.F. INSIDE FACE i .•'` ten: INT INTERIOR UNO UNLESS NOTED OTHERWISE .....• VERT VERTICAL OF CONCENTRATED LOAD ON ROOF (OVER 125 LBS BUT NOT TO JST JOIST I EXCEED 380 LBS) - TOTAL LOAD ON JT JOINT EACH JOIST BELOW RTU SHALL NOT .�� >6" EXCEED 35 PSF. WD WOOD Ct OF PANEL JOINT K. KIP W.F. WALL FOOTING K.O. KNOCK OUT W.F. WIDE FLANGE W.O. WINDOW OPENING EXTG SLAB TO BE REMOVED AND KWY KEYWAY REPLACED WITH NEW SLAB. (MASONRY) ROUGHEN FACE OF SLAB EDGE AND In u W.P. WORKING POINT APPLY BONDING AGENT BEFORE WS, WATERSTOP PLACEMENT OF NEW CONCRETE. #4 x 1'-8" LG AT 16" O.C. EA. SIDE I NEW L4x4 ANGLE -STAGGERED \ WT WEIGHT WWF WELDED WIRE DRILL AND EPDXY 3" INTO EXISTING FABRIC 1'-4" LAP SPLICE (MIN) SLAB WITH HILTI RE 500 EPDXY (TYP) (2) L2x2x3/16 REQUIRED AT W/ WITH\ EACH LOAD - (1) EACH SIDE EXISTING CONC. SLAB ON GRADE NEW CONC. SLAB ON GRADE JOIST CL OF PANEL JOINT TYP Ay Lu 10 MIL VAPOR BARRIER THAT MEETS ASTM E-1715 CLASS A REOUIREMENTS n w S-1 .0; O z N ALJ W .c�v� zz N w Oim U F- Q W S-1 .0; SYMBOLS AND ABBREVIATIONS DESCRIPTION ABBR. SYMBOL SANITARY PIPE ABOVE GRADE SAN 22. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" SANITARY PIPE BELOW GRADE SAN SCHEDULE/TYPE VENT PIPE V ------ COLD WATER PIPE CW t� HOT WATER PIPE HW TYPE STORM ABOVE GRADE ST 24. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. STORM BELOW GRADE ST 25. STORM OVERFLOW STO INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. ROOF DRAIN RD (O ) FLOOR CLEANOUT CO 0 EXTERIOR CLEANOUT ECO 27. WALL CLEANOUT WCO I - HOSE BIBB HB ! ! C VENT THRU ROOF VTR J I L DIRECTION OF FLOW SEE NOTE 1 301, SHUT OFF VALVE 6. -- 0 CAP THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. C TEE UP 29. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. TEE DOWN CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE 30. ELBOW UP d O ELBOW DOWN ABOVE GRADE/SLAB. C REVISION REFERENCE U Q TYPICAL TYP 31. 'SOME SYMBOLS SHOWN MAY NOT PERTAIN TO THIS PROJECT DRAWING INDEX PLUMBING GENERAL NOTES TITLE PO 1, CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES, I.E.: FLORIDA BUILDING CODE 2007- PLUMBING WITH 2009 22. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" SIZE SUPPLEMENT. SCHEDULE/TYPE FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 2. ALL SANITARY PIPING 2-112" OR LESS SHALL HAVE A 1/4" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS 23. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. t� OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 1/4" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR LARGER TYPE THICKNESS SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 24. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 25. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. 26. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. TYPE L INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX 1" SEE NOTE 2 SANITARY CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 27. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL NONE - NO HUB CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. SCH. 40 NONE - SEE NOTE 1 28. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO 6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A. THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. 29. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 8. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE 30. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING d VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A D ABOVE GRADE/SLAB. D VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. U 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES: 31. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. 32. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 10. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 80 P.S.I. 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2007 33. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE PLUMBING, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" INTO SANITARY SYSTEM. MINIMUM CLEARANCE. 34. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 12, ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 35. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE 13. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 45° FITTINGS. PROVIDE EXPLANATION IN WRITING. 14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL 36. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR FINISHES, PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO 15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. 37. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT 16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED EXTERIOR SIDE OF THE PIPE. IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 18. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE "L" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI 816.18) 38. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN PRESSURE FITTINGS AND ALLOY GRADE (ANSI -ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. SOLUTION 50 MG -L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 19. SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR 39. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. STRUCTURAL ENGINEER. 20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL 40. REFER TO PLANS FOR VENT THRU ROOF (VTR) PIPE SIZES AND LOCATIONS. LOCATE VTR A MIN. 10' HORIZONTAL FROM ANY BUILDING OPENING OR FRESH RUNS FOR SANITARY AND STORM PIPING. AIR INTAKE. EXTEND VTR 12" ABOVE ROOF SURFACE. IF 10' DISTANCE CANNOT BE ACHIEVED LOCATE VTR 2' ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. BUILDING OPENINGS. PROVIDE 1" FIBERGLASS INSULATION WITH ALL -SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF VTR LOCATION. VERIFY FLASHING AND COUNTERFLASHING AND COORDINATE INSTALLATION WITH ROOFING CONTRACTOR. DRAWING INDEX SHEET TITLE PO Plumbing General Information P1 Plumbing Plan SERVICE SIZE MATERIAL SCHEDULE/TYPE O CC32:c 10, REMARKS PIPING MATERIAL SCHEDULE Cn 0 S INSULATION SERVICE SIZE MATERIAL SCHEDULE/TYPE O CC32:c 10, REMARKS tEa I t� M Q TYPE THICKNESS COLD WATER ALL COPPER TYPE L FG 1" SEE NOTE 2 HOT WATER ALL COPPER TYPE L FG 1" SEE NOTE 2 SANITARY ALL C.I.OR PVC NOTE 3 NONE - NO HUB VENT ALL C.L. OR PVC SCH. 40 NONE - SEE NOTE 1 NOTES: 1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. 2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING 3. FOR PVC ONLY SCHEDULE 40 DWV. FOAM CORE PVC NOT ALLOWED. PROVIDE TWO 900 PROVIDE 10 MESHINSECT SCREEN IN ELBOW FITTINGS TO OR OVER OPENING CREATE GOOSENECK REFER TO SPECIFICATIONS MINIMUM 12" ABOVE ROOFNORMALLY. EXTEND TO FOR TYPE OF PIPE, HEIGHT OF PARAPET FITTINGS, AND WHEN WITHIN 10' OF CONNECTORS PARAPET, OR ABOVE COORDINATE FLASHING MAXIMUM LOCAL SNOW AND COUNTERFLASHING ......... DEPTH. WITH DIVISION 7 X I i...............�.�......�........-.-...�,.�-...'� ROOF DECK ROOF INSULATION -.. ANCHOR PIPE TO ROOF CORE DRILL ROOF OR PROVIDE DECK OR JOISTS WITH SLEEVE IF REQUIRED BY TYPE U -BOLT AROUND PIPE AND OF ROOF DECK. PROVIDE FIRE ANGLE IRON WELDED OR STOP SEAL BETWEEN PIPE AND SCREWED TO DECK JOIST. SLEEVE OR DECK. LAW NOTES: 1. REFER TO PLANS FOR VTR PIPE SIZE(S) AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, ROOF DRAIN, ADJACENT WALL, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF VENT PIPE INSIDE BUILDING PER SPECIFICATIONS. 2. CHECK PLANS FOR VTR MINIMUM TEN FOOT DISTANCE FROM ANY FRESH AIR INLETS ON ROOF TOP UNITS OR MAKE-UP AIR UNITS. IF ROOF IS TO BE USED FOR ANY REGULAR PEDESTRIAN TRAFFIC, VENT SHOULD BE EXTENDED ABOVE ROOF SEVEN FEET -- NOTE ON PLANS. IF IT SEEMS EXPEDIENT FOR WHATEVER REASON, THIS DETAIL CAN BE ELIMINATED BY MAKING SURE PERTINENT INFORMATION IS IN THE SPECIFICATIONS. Gooseneck Vent Thru Roof Detail Scale: None 0 CCS E L 0 c V!!finn 0) W E W F_ M _ CL W x cn Cn 0 S 0 C Z a LU O CC32:c 10, tEa I t� M Q CU 0 �o Q�o CIO ac0 � CO SEM I ea 2 • o _ o Q a CCj v LU � s F_ c CDp ti � 0 4.4 J v N F-4 ii� �a 0 CCS E L 0 c V!!finn 0) W E W F_ M _ CL W x cn Cn c 0 C Z CD LU O CC32:c 10, tEa I ~ cli O CU ��0 ry CIO ac0 CO SEM ea 2 W W � 0 ILL LU �W-Oz F_ c CDp ti � Uj 04 0 J v N 0 CCS E L 0 c V!!finn 0) W E W F_ M _ CL W x cn L c N U CU -� Z �0 0 [L - LU O CC32:c 10, tEa I 0 CCS E L 0 c V!!finn 0) W E W F_ M _ CL W x cn Z ti N ~ cli O LL W W CD N W U LL 0 LU d D D U EXISTING LINE y � o 0 -1--a U ZN W LU z C0 g ,c o 0 00 vJ VJ O cu (D/ NO V co M � Y -'a 'C •� o >o Qa , s� Z w z Z w O f�- L- 3:cC,4O wJ U N 0LU 0 ¢ c c Q - WEJ H LU LG cn 0 L L 0 -1--a U ZN W LU z C0 g ,c o 0 Cf vJ VJ cu (D/ NO V co M � Y -'a 'C C C )-2 O c ()ILL Z .�w-0 z Z w O f�- L- 3:cC,4O wJ U N c c Q - WEJ H LU LG cn 0 L U T 32 ZN n o 0 LU z C0 g ,c o 0 Cf vJ VJ c c Q - WEJ H LU LG cn 0 T1 ZN N V o Y _ o Z N 0LU 0 ¢ LL O V P1 i HVAC SYMBOLS SYMBOL DESCRIPTION MATERIAL NEW DUCT WORK AWVWWWV\- FLEXIBLE DUCT TYPE SUPPLY AIR DUCT WORK UP THRU PLAN A/C CONDENSATE RETURN AIR OR EXHAUST DUCT WORK UP THRU PLAN PVC DUCT WORK TRANSITION NONE 900 ELBOW WITH TURNING VANES - MANUAL AIR VOLUME CONTROL DAMPER ® OR Z SUPPLY AIR DEVICE zRETURN AIR DEVICE 2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2009 SUPPLEMENT. EXHAUST AIR DEVICE O WALL MOUNTED THERMOSTAT SD DUCT SMOKE DETECTOR A-100 DIFFUSER DEVICE TYPE - AIR QUANTITY RTU -10 EQUIPMENT DESIGNATION TAG s- - - - R- - - REFRIGERATION PIPING 5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. CONDENSATE PIPING PIPING MATERIAL SCHEDULE SERVICE SIZE MATERIAL SCHEDULE/ TYPE INSULATION REMARKS TYPE THICK A/C CONDENSATE ALL PVC SCH. 40 NONE E.S.P. (IN.) - 19. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE CONTROL STAGES FROM DEFECT. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND SECTION 603 OF THE MOCP 2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2009 SUPPLEMENT. 20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR NOTES: 1. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE, THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X ►N./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURERS; A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING, 2. FLEXIBLE ELASTOMERIC PIPE INSULATION: CLOSED CELL SPONGE OR EXPANDED - RUBBER MATERIALS. COMPLY WITH ASTM C-534, TYPE I FOR TUBULAR MATERIALS. PROVIDE SEALANT COMPATIBLE WITH MATERIAL. MANUFACTURERS: ARMAFLEX BY ARMACELL OR EQUAL. DRAWING INDEX SHEET NUMBER TITLE MO Mechanical General Information M1 Mechanical Floor Plan M2 Mechanical Roof Plan 2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH EQUAL TO MECHANICAL GENERAL NOTES 1. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR 16. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION FAN SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 17. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE WEIGHT (LBS) LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE DRAIN TRAP" DETAIL. 2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH EQUAL TO LATEST SMACNA STANDARDS. INSULATION SHALL HAVE VAPOR BARRIER AND AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. 18. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE, MECHANICAL AND 2009 SUPPLEMENT. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL E.S.P. (IN.) JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. 19. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE CONTROL STAGES FROM DEFECT. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND SECTION 603 OF THE MOCP 2007 FLORIDA BUILDING CODE, MECHANICAL WITH 2009 SUPPLEMENT. 20. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR AMBIENT DB°F/WB°F REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 4. ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. MODEL ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL 21. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT DRAWINGS. LENGTH SHALL BE 8'4" , FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KC OR EQUAL. FLEXABLE DUCT SHALL BE INSULATED FIBERGLASS, 760 R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B. 5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. 30.0 - 22. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR DETAIL(S) OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A /CONSULT WITH BUILDING STRUCTURAL ENGINEER. NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE EXHAUST IN THE FIELD. 7., DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLED IN DUCT BY THE MECHANICAL CONTRACTOR 11.8 AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE 23. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10 ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2007 FLORIDA BUILDING CODE, PERCENT OF QUANTITIES SHOWN ON DRAWINGS. MECHANICAL WITH 2009 SUPPLEMENT AND THE MANUFACTURER'S INSTALLATION IN STRUCTIONS. COORDINATE LOCATION OF SMOKE 15 DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM SENSOR SSK451 OR EQUAL, 24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM. DUCTWORK IS ATTACHED. 8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 25. CONTRACTOR SHALL PROVIDE 3 COPIES OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT 460/30 TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) 9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT, OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR - TO THE FINAL INSPECTION. 10. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) OF 6.0. INSULATION DBF4XLT SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS. 26. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE WITH GENERAL LCC180H CONTRACTOR. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. - 15 27. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH 12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS 28. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS - CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND 14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID, NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS. 15. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT & MATERIALS. INSTALLATION LCC180H OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. RTU -7 EXISTING ROOF TOP UNIT SCHEDULE (INFORMATION ONLY) MARK AREA SERVED NOMINAL TONS FAN ELECTRIC HEATER UNIT POWER WEIGHT (LBS) COOLING CAPACITY SEER [EER] EQUAL TO NOTES - CFM O/A E.S.P. (IN.) HP KW CONTROL STAGES V/0 MCA MOCP TC (MBH) SC (MBH) AMBIENT DB°F/WB°F ENTERING DB-F/WB-F MFG. MODEL RTU -2 - 15 6,000 760 - - 30.0 - 460/30 - - - - EXHAUST - - 11.8 LENNOX LCC180H - RTU -4 - 15 6,000 760 - - 30.0 - 460/30 - - - - - - DBF4XLT 11.8 LENNOX LCC180H - RTU -6 - 15 6,000 760 - - 30.0 - 460/30 - - - - - - - 11.8 LENNOX LCC180H - RTU -7 - 5 2,000 760 - - 15.0 - 460/30 - (TYP.) - - - - 13.0 LENNOX LCA060H - ASHRAE STANDARD 62.1-2004 OUTSIDE AIR CALCULATION VOZ = [(Rp x Pz) + (Ra x Az)] / Ez MARK VENTILATION ZONE Rp OUTDOOR AIR RATE PER PERSON Pz QUANTITY AIR RATE PEOPLE Vbzp VENTILATION BASED ON PEOPLE Ra OUTDOOR AIR RATE BASED ON AREA Az AREA Vbza VENTILATION BASED ON AREA Vbz TOTAL VENTILATION RATE Ez ZONE AIR DISTRIBUTION EFF Voz ZONE OA = Vbz/Ez PROVIDED CFM DIFFERENCE +/- /- SALES 100 SALES100 - - 0.375 0.30 9823 2947 2947 1 2947 3000 +53 HALLWAY 101 EF -2 - - 0.06 1 622 1 37 137 11 37 40 +3 VENTILATION TOTAL - EF -3 EXHAUST 2300 0.5 ROOF BELT 11.6 2984 3040 +56 FAN SCHEDULE MARK SERVICE CFM EXT. STATIC PRESSURE (IN. WATER) FAN TYPE DRIVE SONES WATTS RPM V/0 MANUFACTURER MODEL NOTES EF -1 EXHAUST 3500 0.375 ROOF BELT 15.6 3/4 HP 1196 208/1 COOK ACEB-18006B - EF -2 EXHAUST 3500 0.375 ROOF BELT 15.6 3/4 HP 1196 208/1 COOK ACEB-18006B - EF -3 EXHAUST 2300 0.5 ROOF BELT 11.6 1/2 HP 1053 277/1 COOK ACEB-165C513 - EF -4 DRYER EXHAUST 153 0.375 IN-LINE DIRECT - 83 2800 115/1 FANTECH DBF4XLT 1 NOTES: 1. PROVIDE WITH FANTECH LINT TRAP MODEL #DBLT4 LOUVER SCHEDULE o a MARK SERVICE SIZE BIRD SCREEN DESIGN EQUIPMENT REMARKS LENGTH (IN) HEIGHT (IN) L-1 EF -4 42 36 YES RUSKIN ELF445DX 1,2 L-2 EF -5 42 36 YES RUSKIN ELF445DX 1,2 NOTES 1. PROVIDE HORIZONTAL, DRAINABLE ALUMINUM, BAKED ENAMEL FINISH. 2. MATCH COLOR OF LOUVER TO ADJACENT WALL COLOR. vw n � O o a rw � Vl 4 U 0 ......................:VF....................................... ROOF U �a 00 00 C �- 0 0 � o CAP L ca O "0 CoL.G O BELT DRIVEE C6 ♦--'q�EE �HU)U) a LL I vw "V W DOMEX SPUN >o •� o Qo EXTERIOR = wW-�p b ALUM. ROOF LU J U WALL U EXHAUSTER U � Y PROVIDE PLUG FOR PROVIDE CLEANOUT AT EACH 00_ N w U MAINTENANCE CHANGE OF DIRECTION OR EVERY 30' 0 LU PLUMBER STRAP BIRD SCREEN 4"0 DRYER VENT RISER TO FIELD FABRICATED INSULATED OUTSIDE SCHEDULE 40 PVC DRAIN LINE. SLOPE GALVANIZED STEEL OUTSIDE #12 TEK SCREW CONDENSATE PIPING A WITH FLOW 118"/FT AIR PLENUM (TYP.) TO LOCATION SHOWN op OUTSIDE AIR MICRO PIPE SUPPORT A ON DRAWINGS 10 LOUVER 4"0 DRYER VENT ROOF >.. ROOF CURB ' BY MIRO INDUSTRIES INC. @ 4'-0" 0. C. A = FAN SUCTION PRESSURE + 1 INCH ACCESSIBLE PANEL SEE ACCESSIBLE PANEL SEE - r - -�'' ' , ROOF MEMBRANE CEMENT ARCHITECTURAL �, ARCHITECTURAL ...w...h:.. :..... ROOF SYSTEM CONDENSATE CONDENSATE PIPE MOTORIZED DAMPER DRYER BOOSTER FAN .......................................................................... PIPE SIZE SIZE BELOW SLAB CLEAN-OUT, PROVIDE ACCESS MOTORIZED DAMPER c ,.,`...........................................\.....,f.................................. \.......;,...............,.........................,.................................., ,. . MAX. TONS ABOVE SLAB OR BELOW GRADE I L.......................r',............................................ (EF -4) I�, Yom:; ONLY AT LOWEST CONNECTION ACCESS DOOR SECONDARY LINT TRAP ':...... 30 1-112" 2" >;€ 1. INSTALL LOUVER PER MANUFACTURER'S REQUIREMENTS. 2. COORDINATE FRAME TYPE WITH WALL CONSTRUCTION TYPE. 3. MOTORIZED DAMPER. Belt Driven Exhaust Fan Detail 2 Condensate Pipe Support On Roof Condensate Drain Trap Detail Outside Air Louver Detail Dryer Vent Connection Detail 3 Scale: None Scale: None Scale: None Scale: None Scale: None n � O o a rw � Vl 4 U 0 4_j U) U �a 00 00 C �- 0 0 � o Lj. z L ca O "0 CoL.G O N C6 ♦--'q�EE �HU)U) a LL d vw "V W >o •� o Qo �UU_ = wW-�p b L �c40 LU J U r U oz U � Y I N w E y 6 0 T Lp 8 w z L 0 4_j U) U 0 (.) C:a C �- 0 0 � o Lj. z L ca O "0 CoL.G O N C6 ♦--'q�EE �HU)U) a LL d �0 7 cl -a 'C •= a Cr� 0 `U �UU_ = wW-�p zCq_CU zr• L �c40 LU J U E y 6 0 T Lp 8 w z W N Y N 0 U it (.) C:a LU U) LL �- 0 0 � o Lj. z L ca O "0 CoL.G O N w o ♦--'q�EE �HU)U) a d a `U ^o, 0 ♦�J CCS E L co a� S�CD V CCS U . CCS W U W W z U) dOft � w z W N Y N 0 _j 0-J LU U) LL •NO o w LU J W z N N U o oz LL CD Y I N w U LL_ 0 LU MO i CCS S- 0 0 U CCS C6 W U J LUW W Z c N o0u O 0 0 `v 4-a Z 0 Q L a) � 0 z cc 2.E- o U 0. NN rrE^^ ''C^^ r v/ vJ Q ^, Ca 'r 0 ry 000 64 L M ca W 00 V i • Poll O w Q O zo z � ti c - �N0 LL' J U N O H CCS S- 0 0 U CCS C6 W U J LUW W Z c L L- 0 0 4-a Z 0 Q L a) � 0 z cc 2.E- o U 0. NN rrE^^ ''C^^ r v/ vJ 41 Ca 0 ry 000 64 L M ca W 00 V �ULL g �W-a zo z � ti c - �N0 LL' J U N CCS S- 0 0 U CCS C6 W U J LUW W Z c L U Z p N ~ LL Q L a) � 0 z cc 2.E- o U 0. NN rrE^^ ''C^^ r v/ vJ CCS S- 0 0 U CCS C6 W U J LUW W Z c Z N W _ o LL Ne N O H U CL 0 0 U 11���111 v O J ON O 0 O L i�^�•ijl U Z N N. 00 r - �o bp c >00 .rcl m >O • TEM4 o �i Q o v Orn �0 O �ULL LU W� z F- o CU CV L W NO r"r U L +r Q� U C) 3� ao0 a) LL co o -v z co�.�c o U ♦� M C C O v L- 0 O Z N N. NN L.L U �_ >00 .rcl m . W co CUA2 �0 O �ULL LU W� z F- o CU CV L W NO J v L +r Q� U C) 3� ao0 a) LL co o -v z co�.�c o U ♦� M C C O v o Z N N. U �_ W o Z LL Y N W CD Of U 'MITIKW� EXISTING 277/480V UTILITY TRANSFORMER GRADE ELECTRICAL RISER DETAIL NTS EXTERIOR I LOADING/UNLOADING I AREA (INTERIOR) ELECTRICAL LEGEND ULTA MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM r---- ----- i NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL EXISTING REVIEW POWER & LIGHTING PLANS AND DETAILS FOR -- --� I NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. Oi ITEMS WHICH APPLY TO THIS PROJECT. A®a - A®a FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) Lo DISCONNECT SWITCH A'' -'--4a FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE 100/3/60 DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES NEW 400A 77 SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) C r - (1).> NON-FUSED; "DE" INDICATES DUAL ELEMENT FUSES. O 0" p SURFACE MOUNTED LIGHT, LETTER INDICATES TYPE. SEE FIXTURE 277/480V (4) #3/0 AWG, (1) #6 GROUND, (1) #6 ISOLATED GROUND, IN 2-1/2" CONDUIT. L ---- ---J SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) EF MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT O B B INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE ----I----, (HORSEPOWER OR EQUIPMENT INDICATED) 120/208V SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. i i 350A MCB i i FROM PNL DP i THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2" C. STUBBED 4 C Q C WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE O INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. i STEO DOWN MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) NL NIGHT LIGHT FIXTURE (NL) TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" -- (3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT. v CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO ® X EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE 225A BUS CEILING SPACE. MOUNT BOX 18"A.F.F. U.O.N. 225A BUS SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. 225A BUS BATTERY POWERED EMERGENCY LIGHT v COMPUTER OUTLET. MOUNT BOX @ 18" A.F.F. U.O.N. TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK SEE 200A MLO LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. 200A MLO L ---------J I ----------J I COMBO TELEPHONE/ DATA OUTLET. MOUNT BOX @ WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) SEE 18" A.F.F. U.O.N. LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT. MOUNT O CEILING SPEAKERS a 48" A.F.F. U.O.N. F SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N. p O CEILING MTD. SENSOR DEVICE 3 -WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS. 3 FFJ FIRE ALARM PULL STATION OS OCCUPANCY SENSOR WALL SWITCH. ® TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND RECEPTACLE HORN/STROBE AND ONE COMPUTER OUTLET. Q. WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS b FIRE ALARM LIGHT STROBE Q� WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. STANCHION MOUNTED QUADPLEX FLOOR RECEPTACLE OQ SMOKE DETECTOR OUTLET. OO STANCHION MOUNTED DUPLEX FLOOR RECEPTACLE OUTLET. ® HEAT DETECTOR QUADPLEX RECEPTACLE OUTLET. FACP PANEL QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. DUPLEX RECEPTACLE, MOUNT 18" AFF LION EF BATH ROOM FAN LIGHT DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. �GFI GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT ABOVE COUNTER HEIGHT U.O.N. i.G' DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNTED ABOVE COUNTER HEIGHT. U.O.N. ABBREVIATIONS I.G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNT AT 18" AFF LION ACC -CU CONDENSING UNIT MTD MOUNTED SSW DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS AFF ABOVE FINISH FLOOR NF NON-FUSED AFG ABOVE FINISH GRADE NIC NOT IN CONTRACT �- SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON PLANS A/H-AHU AIR HANDLING UNIT NL NIGHT LIGHT ® SPECIAL PURPOSE RECEPTACLE OUTLET CLG CEILING NTS NOT TO SCALE C/T CURRENT TRANSFORMER OS OCCUPANCY SENSORS O JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) DE DUAL ELEMENT FUSE PC PULL CHAIN LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. EC EMPTY CONDUIT RTU ROOF TOP UNIT E/F-EF EXHAUST FAN SW SHOW WINDOW RECEPTACLE CLG MTD MSB/MDP MAIN SWITCHBOARD OR MAIN DISTRIBUTION PANEL EG EQUIPMENT GROUND TTB TELEPHONE TERMINAL BOARD CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. EM EMERGENCY LIGHT TTC TELEPHONE TERMINAL CABINET EWC ELECTRIC WATER COOLER TYP TYPICAL CONDUIT EXPOSED ON WALL OR CEILING. EWH ELECTRIC WATER HEATER LION UNLESS OTHERWISE NOTED EX EXISTING DEVICE TO REMAIN VIF VERIFY IN FIELD FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH FACP FIRE ALARM CONTROL PANEL VTC VIA TIME CLOCK A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. FLR FLOOR WP WEATHERPROOF ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE NUMBER OF GFI GROUND FAULT INTERRUPTER X EXIT LIGHT HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL. IG ISOLATED GROUND SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED. LB LOCK BREAKER A-37:39:41 SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS INDICATE 2 OR 3 POLE CIRCUITS, NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN LION EXTERIOR I LOADING/UNLOADING I AREA (INTERIOR) ELECTRIC METER � [07 BASE NEUTRAL SERVICE BUS DISCONNECT r—i EQUIPMENT GEC SHALL BE BONDED TO METER BASE UNCUT, CONTINUOUS TO SERVICE DISCONNECT OR IN BUILDING COMPLIANCE WITH NFPA 70 250.64 (C) STEEL USE # 3/0 FOR ALL GROUNDING ELECTRODE CONDUCTORS UNLESS OTHERWISE NOTED ON ONE -LINE DIAGRAM. NOTE: ALL GROUNDING CONDUCTORS SHALL BE SIZED PER NEC 250.66 #6 CU. E.G. UNDERGROUND METAL 3/4" x 20' COPPER WATER PIPE CLAD GROUND RODS. \ CONCRETE -ENCASED ELECTRODE ' , f i. 4• • GROUND RING SEE NOTE #5 1. GROUND ELECTRODE CONDUCTOR(S) SHALL BE PROTECTED AS REQUIRED BY NFPA 70 250.64. 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF CONNECTIONS WILL REMAIN ACCESSIBLE, ACORN STYE GROUNDING CLAMPS MAY BE USED. 4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. 5. OPTIONAL- IF 25 OHMS OR LESS (PER NEC 250) CANNOT BE ACHIEVED BY THE METHODS ABOVE THEN A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 2 AWG SHALL BE INSTALLED, PER NEC ARTICLE -250.52(A)(4),. 1 GROUNDING ELECTRODE C ODE CONDUCTOR DETAIL NTS METER NOTE: SMART BREAKER PANEL NOTES: 1. CONTRACTOR SHALL COORDINATE EXACT PANELS 'A' & W ARE TO BE SQUARE D POWERLINK G3 SERIES PANELBOARD, OF REQUIREMENTS FOR METERING EQUIPMENT TYPES ADEQUATE FAULT RATING AND MEETING THE SPECIFICATIONS BELOW: AND SYSTEM TOPOLOGY WITH THE LATEST STANDARDS OF THE LOCAL ELECTRIC UTLILITY PRIOR TO ORDERING PANEL'B': NEW AND INSTALLATION OF EQUIPMENT. 120/208V 1000 LEVEL MASTER WITH DISPLAY 112.5 KVA LEFT AND RIGHT CONTROL BUS CAPABLE OF 42 POLES TOTAL. STEP-DOWN PROVIDE WITH (42) CONTROLLED POWERLINK BREAKERS OF ADEQUATE FAULT RATING XFMR (TX -1) PER CALCULATIONS. PANEL W: 277/480V 1000 LEVEL SLAVE ID SELECTOR LEFT AND RIGHT CONTROL BUS, CAPABLE OF (42) POLES TOTAL. PROVIDE WITH (15) SINGLE POLE POWERLINK BREAKERS AND (10) ECB-G3EL EMERGENCY POWERLINK BREAKERS OF ADEQUATE FAULT RATING PER CALCULATIONS. M 400Ai i i i 400A 120/208V 208hOOA NEW ULTA I r---- ----- i INTERIOR 2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2 EXISTING I -- --� I PANEL MS Oi i i 800A i 400A i EXISTING I i 277/480V 3 IMETERINGI 1 3PH 4W 400A i AND i 1 i 800A MCB NEW 400A 77 CT'S C r - (1).> CT CABINET 3PH FEED BRK� I 277/480V (4) #3/0 AWG, (1) #6 GROUND, (1) #6 ISOLATED GROUND, IN 2-1/2" CONDUIT. L ---- ---J U u� ------ J I w WP I ----I----, W i U 120/208V i EXISTING i i 350A MCB i i FROM PNL DP i 3PH 4W XF,R } 3PH 4W i 112.5 KVA i 1 i STEO DOWN 3PH 4W L---------� 1 -- (3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT. 100A BUS CL I (1) #2 AWG GROUND, IN 3/4" CONDUIT. SEE DETAIL ELECTRIC METER � [07 BASE NEUTRAL SERVICE BUS DISCONNECT r—i EQUIPMENT GEC SHALL BE BONDED TO METER BASE UNCUT, CONTINUOUS TO SERVICE DISCONNECT OR IN BUILDING COMPLIANCE WITH NFPA 70 250.64 (C) STEEL USE # 3/0 FOR ALL GROUNDING ELECTRODE CONDUCTORS UNLESS OTHERWISE NOTED ON ONE -LINE DIAGRAM. NOTE: ALL GROUNDING CONDUCTORS SHALL BE SIZED PER NEC 250.66 #6 CU. E.G. UNDERGROUND METAL 3/4" x 20' COPPER WATER PIPE CLAD GROUND RODS. \ CONCRETE -ENCASED ELECTRODE ' , f i. 4• • GROUND RING SEE NOTE #5 1. GROUND ELECTRODE CONDUCTOR(S) SHALL BE PROTECTED AS REQUIRED BY NFPA 70 250.64. 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF CONNECTIONS WILL REMAIN ACCESSIBLE, ACORN STYE GROUNDING CLAMPS MAY BE USED. 4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. 5. OPTIONAL- IF 25 OHMS OR LESS (PER NEC 250) CANNOT BE ACHIEVED BY THE METHODS ABOVE THEN A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 2 AWG SHALL BE INSTALLED, PER NEC ARTICLE -250.52(A)(4),. 1 GROUNDING ELECTRODE C ODE CONDUCTOR DETAIL NTS METER NOTE: SMART BREAKER PANEL NOTES: 1. CONTRACTOR SHALL COORDINATE EXACT PANELS 'A' & W ARE TO BE SQUARE D POWERLINK G3 SERIES PANELBOARD, OF REQUIREMENTS FOR METERING EQUIPMENT TYPES ADEQUATE FAULT RATING AND MEETING THE SPECIFICATIONS BELOW: AND SYSTEM TOPOLOGY WITH THE LATEST STANDARDS OF THE LOCAL ELECTRIC UTLILITY PRIOR TO ORDERING PANEL'B': NEW AND INSTALLATION OF EQUIPMENT. 120/208V 1000 LEVEL MASTER WITH DISPLAY 112.5 KVA LEFT AND RIGHT CONTROL BUS CAPABLE OF 42 POLES TOTAL. STEP-DOWN PROVIDE WITH (42) CONTROLLED POWERLINK BREAKERS OF ADEQUATE FAULT RATING XFMR (TX -1) PER CALCULATIONS. PANEL W: 277/480V 1000 LEVEL SLAVE ID SELECTOR LEFT AND RIGHT CONTROL BUS, CAPABLE OF (42) POLES TOTAL. PROVIDE WITH (15) SINGLE POLE POWERLINK BREAKERS AND (10) ECB-G3EL EMERGENCY POWERLINK BREAKERS OF ADEQUATE FAULT RATING PER CALCULATIONS. M 400Ai i i i 400A 120/208V 208hOOA NEW ULTA NEWp NEW NEMA 3R, 3PH 4 WIRE, 400A CT CABINET. INTERIOR 2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2 NEW I NEW ISOLATED GROUND, IN 2-1/2 CONDUIT. NEW CABINET AND METER. ELECTRICAL CONTRACTOR 1 08V i i3PH-4Wi PANEL"HDP" EXISTING i i PANEL LC S PANEL A c PANEL LDP�� PANEL DP 125A NN� LL PANEL C�� ELECTRIC METER � [07 BASE NEUTRAL SERVICE BUS DISCONNECT r—i EQUIPMENT GEC SHALL BE BONDED TO METER BASE UNCUT, CONTINUOUS TO SERVICE DISCONNECT OR IN BUILDING COMPLIANCE WITH NFPA 70 250.64 (C) STEEL USE # 3/0 FOR ALL GROUNDING ELECTRODE CONDUCTORS UNLESS OTHERWISE NOTED ON ONE -LINE DIAGRAM. NOTE: ALL GROUNDING CONDUCTORS SHALL BE SIZED PER NEC 250.66 #6 CU. E.G. UNDERGROUND METAL 3/4" x 20' COPPER WATER PIPE CLAD GROUND RODS. \ CONCRETE -ENCASED ELECTRODE ' , f i. 4• • GROUND RING SEE NOTE #5 1. GROUND ELECTRODE CONDUCTOR(S) SHALL BE PROTECTED AS REQUIRED BY NFPA 70 250.64. 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 25 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. IF CONNECTIONS WILL REMAIN ACCESSIBLE, ACORN STYE GROUNDING CLAMPS MAY BE USED. 4. GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2 INCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. 5. OPTIONAL- IF 25 OHMS OR LESS (PER NEC 250) CANNOT BE ACHIEVED BY THE METHODS ABOVE THEN A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 2 AWG SHALL BE INSTALLED, PER NEC ARTICLE -250.52(A)(4),. 1 GROUNDING ELECTRODE C ODE CONDUCTOR DETAIL NTS METER NOTE: SMART BREAKER PANEL NOTES: 1. CONTRACTOR SHALL COORDINATE EXACT PANELS 'A' & W ARE TO BE SQUARE D POWERLINK G3 SERIES PANELBOARD, OF REQUIREMENTS FOR METERING EQUIPMENT TYPES ADEQUATE FAULT RATING AND MEETING THE SPECIFICATIONS BELOW: AND SYSTEM TOPOLOGY WITH THE LATEST STANDARDS OF THE LOCAL ELECTRIC UTLILITY PRIOR TO ORDERING PANEL'B': NEW AND INSTALLATION OF EQUIPMENT. 120/208V 1000 LEVEL MASTER WITH DISPLAY 112.5 KVA LEFT AND RIGHT CONTROL BUS CAPABLE OF 42 POLES TOTAL. STEP-DOWN PROVIDE WITH (42) CONTROLLED POWERLINK BREAKERS OF ADEQUATE FAULT RATING XFMR (TX -1) PER CALCULATIONS. PANEL W: 277/480V 1000 LEVEL SLAVE ID SELECTOR LEFT AND RIGHT CONTROL BUS, CAPABLE OF (42) POLES TOTAL. PROVIDE WITH (15) SINGLE POLE POWERLINK BREAKERS AND (10) ECB-G3EL EMERGENCY POWERLINK BREAKERS OF ADEQUATE FAULT RATING PER CALCULATIONS. M 400Ai i i i 400A 120/208V 208hOOA NEW NEWp NEW NEMA 3R, 3PH 4 WIRE, 400A CT CABINET. NEW 2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2 NEW ELECTRICAL CONTRACTOR TO REMOVE EXISTING NEW ISOLATED GROUND, IN 2-1/2 CONDUIT. NEW CABINET AND METER. ELECTRICAL CONTRACTOR 1 08V i i3PH-4Wi PANEL"HDP" 4_0 S PANEL A c PANEL LDP�� PANEL B�� NN� LL PANEL C�� C r - (1).> PANEL D" 3PH FEED BRK� I 277/480V (4) #3/0 AWG, (1) #6 GROUND, (1) #6 ISOLATED GROUND, IN 2-1/2" CONDUIT. 277/480V U u� 120/208V w 120/208V FUSED AT 400A. 120/208V W i U 120/208V (4) #600 KCMIL IN 4" CONDUIT. i i 350A MCB i i FROM PNL DP i 3PH 4W 3PH 4W 3PH 4W 3PH 4W 3PH 4W 3PH 4W 400A BUS (3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT. 100A BUS CL 400A BUS (1) #2 AWG GROUND, IN 3/4" CONDUIT. SEE DETAIL 225A BUS v 225A BUS 1, THIS SHEET. 225A BUS 400A MCB 100A MLO 400A MCB 200A MLO 200A MLO 200A MLO L ---------J I ----------J I EQUIPMENT GROUNDING BUS POWER RISER NOTES: N 0 NEW NEMA 3R, 3PH 4 WIRE, 400A CT CABINET. -1-J 2 SETS (4) #3/0 AWG, (1) #2 GROUND, (1) #2 Q0 u__ ELECTRICAL CONTRACTOR TO REMOVE EXISTING +� ISOLATED GROUND, IN 2-1/2 CONDUIT. m~ 0 CABINET AND METER. ELECTRICAL CONTRACTOR 4_0 TO VERIFY EXISTING CONDITIONS PRIOR TO BID/ c W (4) #3/0 AWG, (1) #6 GROUND, IN 2" CONDUIT. NN� LL INSTALLATION. C r - (1).> cd NEW NEMA 3R, 3PH 4 WIRE, 400A DISCONNECT m c � 0 (4) #3/0 AWG, (1) #6 GROUND, (1) #6 ISOLATED GROUND, IN 2-1/2" CONDUIT. U u� Co w O W -p FUSED AT 400A. 0 c ti L. W i U NO (4) #600 KCMIL IN 4" CONDUIT. 0 (3) #600 KCMIL, (1) #3 GROUND, IN 4" CONDUIT. (1) #1/0 AWG GROUND. SEE DETAIL 1, THIS SHEET. (4) #3 AWG, (1) #8 GROUND, IN 1-1/4" CONDUIT. (3) #2/0 AWG, (1) #6 GROUND, IN 1-1/2" CONDUIT. CL (1) #2 AWG GROUND, IN 3/4" CONDUIT. SEE DETAIL v 1, THIS SHEET. i S l � o� N 0 -1-J Q0 u__ 00 +� �- m~ 0 a 4_0 c W NN� LL C r - (1).> cd m c � 0 U u� Co w O W -p z 0 c ti L. c -F-+ Q 0 cu w Y✓ QD J U Lu U ww Lu L 0 -1-J Q0 u__ Lu 1150 O '0 cu o �- Ec �HUW a 4_0 c W NN� LL C r - (1).> m c � 0 Co w O W -p z 0 c ti L. W i U NO c -F-+ Q 0 cu w Y✓ QD J U Lu U ww Lu V U O cti c .o m 3. Q0 u__ Lu 1150 O '0 cu o �- Ec �HUW a c -F-+ Q 0 cu w Y✓ QD J U Lu U ww Lu z 01 J W Lu z 01 rw Lu (� 0 CL o v v ELECTRICAL SPECIFICATIONS SPECIFICATIONS HAVE BEEN WRITTEN WITH THE INTENT OF VARIOUS EQUIPMENT BEING INSTALLED. NOT ALL EQUIPMENT MAY BE REQUIRED ON THIS PROJECT. REVIEW POWER, LIGHTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT THAT WILL APPLY TO THIS PROJECT. S. ; ,rA. 0 REFERENCES POSSIBLE. BUT NOT LESS THAN V-0" ABOVE HUNG CEILINGS. ^ O a ()Cw C "D � 30 "C ,cd RATINGS LLI UTILIZE THE FOLLOWING ABBREVIATIONS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING I U 2 -'asEc I- (A Cn ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW OR BEND. AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. V 1 NEC NATIONAL ELECTRICAL CODE 0 Q? ? . C3 w °q 4 OSHA OCCUPATIONAL SAFETY AND HEALTH ACT OUTLET, JUNCTION, AND PULL BOXES ENCLOSURES V r ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 0- 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS. NFPA NATIONAL FIRE PROTECTION ASSOCIATION CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 2. PROVIDE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. U 3 ASA AMERICAN STANDARDS ASSOCIATION 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES IN INDOOR LOCATIONS WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS 2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. FINISH NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR UL UNDERWRITERS' LABORATORIES, INC. 4. TAPERED THREADS FOR HUBS, AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GRAY. R IES ILLUMINATING ENGINEERING SOCIETY GALVANIZED PRESSED STEEL OUTLET BOXES 2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING. ICEA INSULATED CABLE ENGINEERS ASSOCIATION 1. GENERAL a ASTM AMERICAN SOCIETY OF TESTING MATERIALS Ia) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4") INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED. SECTION 16450 o ETL ELECTRICAL TESTING LABORATORIES, INC. 2. SWITCH AND RECEPTACLE BOX, INDOORS GROUNDING CBM CERTIFIED BALLAST MANUFACTURERS a) NOMINAL FOUR (4") INCH SQUARE, 1-10 OR 2-1/8' DEEP AS REQUIRED, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE EIA ELECTRONIC INDUSTRIES ASSOCIATION USED. 3. TELEPHONE OUTLET BOX, INDOORS SUBMITTALS SECTION 16010 a) NOMINAL FOUR (4") INCH SQUARE, 2-1/8" DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS, GANGABLE BOXES SHALL NOT BE USED, 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. 4. LIGHTING FIXTURE BOX GENERAL PROVISIONS a) FOUR (4') INCH OCTAGON WITH 318" FIXTURE STUD, PRODUCTS MATERIALS b) FOR SUSPENDED CEILING WORK, FOUR (4') INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, AND TWO (2) PARALLEL BARS FOR SECURING TO THE 1.GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON DRAWINGS. THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE CONDUIT TO EACH FIXTURE. 2. GROUND RODS: DRAWINGS OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED A PART OF THE CONTRACT. 5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED. a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b) DIAMETER: 518 INCH. USE 3/4 INCH FOR ROCKY SOIL. THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT BACK-TO-BACK OUTLETS IN THE SAME WALL, OR "THRU-WALL" TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE (121 INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE c) LENGTH: 10 FEET. AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (24") INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A THEIR RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEERIARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT FIRE RATED WALL TO MAINTAIN FIRE RATING. FBC 2007 712.3.2. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT GENERAL DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEERIARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED. OR SCHEDULE 40 PVC. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-METALLIC TUBING, AND FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT, ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE NEC REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY LENGTH. ALL MATERIALS USED SHALL BE LISTED AND LABELED PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEMS THROUGHOUT THE BUILDING. SHALL CONFORM WITH THE LATEST EDITIONS (LION) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NEPA, NATIONAL 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE NEC EQUIPMENT, AND WHERE APPLICABLE, SHALL BE LISTED AND LABELED. THE WORKMANSHIP AND QUALITY SECTION 16120 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE BUT 15 NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC. ESTABLISHED BY THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES. WIRE AND CABLE 5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE CONNECTIONS, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR SEPARATE GROUNDING CONDUCTOR, ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECTIENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. PRODUCTS SEPARATELY DERIVED SYSTEMS 1. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF CONDUCTOR ALTERNATE GROUNDING MEANS. . INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE 1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH ASTM STANDARDS. MINIMUM SIZE#12 FOR BRANCH CIRCUITS AND 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR #14 FOR CONTROL WIRING. ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. SERVICES. 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER. 3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AS APPROVED GROUNDING TERMINAL AT BOTH ENDS OF STRANDING THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE 1. #12 AND #10 SOLID. CONDUCTOR. SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS. ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS ISOLATED GROUND RECEPTACLES INSULATED SINGLE CONDUCTORS 1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES. ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY 1. TYPE THHNITHWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET RATED FOR 90C DRY175C WET OPERATION, USE FOR BRANCH CIRCUIT 2• PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL WIRING, CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS IN A COMMON RACEWAY. CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS, MAKE MODIFICATIONS 2. USE TYPE THHNITHWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS. 3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES. THERETO A5 REQUIRED AND APPROVED. COLOR CODING 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: GROUND CONDUCTORS TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR a) 120/208 VOLTS CODE 1, SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE 1) PHASE A - BLACK CONDITIONS OF THE BUILDING WILL PERMIT. ANY COST RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR, ii) PHASE B - RED SECTION 16470 iii) PHASE C -BLUE PAN ELBOARDS ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE iv) NEUTRAL -WHITE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. v) GROUND - GREEN b) 277/480 VOLT CODE GENERAL THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND 1) PHASE A - BROWN 1. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR, ANY SUCH REPAIRS SHALL BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ii) PHASE B - ORANGE COMPARABLE EQUIPMENT BY G.E., & SEIMENS ONLY WILL BE ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. ARCHITECTIENGINEER. iii) PHASE C - YELLOW 2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE -D" SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS iv) NEUTRAL -WHITE SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECTIENGINEER UNTIL INSTALLED. v) GROUND •GREEN 3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES. 2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BY COLOR 4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SURFACES. CONNECTORS EXECUTION 1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND CONNECTING IF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST V AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. INSTALLATION WALL. GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF . ...... 2. ELECTRICAL TAPE SHALL BESPECIF.ICALLY DESIGNED FOR USE AS INSULATING TAPE..SUP R 33+ S T EE CO CH.VINYL ELECTRICAL TAPE.AS MANUFACTURED BY 3M SHALL BE EQUAL 1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NOTED. :. MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BYGLOB-STRUTT, KINDORF, AND UNISTRUT, MAYBE USED FOR MOUNTING GROUPS OF EQUIPMENT. 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURER AND ONE WHICH IS _ _ _ _ __,. ...... _ ___ .. . _ ._._ .. ._. _ ..., .. _......_, .. _ _ _ _ _ . -... _ __.. _ ._ .. _ 2. WHERE FLUSHED MOUNTED, THE FIRE IN _ . .. . . U TEGI�ITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. "'" COMPATIBLE WITH CABLE AND RACEWAYS. 3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS & BETTS NYLON 'TY -RAPS'. OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECTBYTHE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. EXECUTION 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODAL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY, THE N CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE WIRE AND CABLE TOUCH UP AND CLEANING GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE 1. USE #12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT EXCEED 100 FEET (HORIZONTAL RUN) FOR 120 -VOLT CIRCUITS 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT. PERIOD AT NO ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS OR 200 FEET FOR 277 -VOLT CIRCUITS. USE #10 AWG OR LARGER FOR LONGER RUNS. 1 2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT. AND SUBTRADE SPECIALISTS. 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE UNDERWRITERS LABORATORIES LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND 1,000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES. SECTION 16475 THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO CONSTRUCTION WITH THE LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLINGFUSES 6OOV AND LESS RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY 5. MC/AC TYPE CABLE IS PERMITTED FOR USE AS PER NEC. GENERAL GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEERS APPROVAL TO SUBMIT. I 1, ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE, THE CONTRACTOR ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL GENERAL INSTALLATION SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE 1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED SPLICES AND TERMINATION, NOTED. FUSES OVER 600 AMPS SHALL BE CLASS 1". INSTALLATION 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED. ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTORIGENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY 2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. ALTERNATE SITE a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. 3. LABELS FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS. a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT TO FUSE CLIPS, WHERE FUSES SHALL BE FURNISHED NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER c) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. AND INSTALLED BY THIS CONTRACTOR. FILL-IN IN INK BLANK SPACES ON LABELS FOR NON-STANDARD FUSES WITH APPROPRIATE FUSE DATA. PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. BEING USED. e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS. SECTION 16476 0 MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. DISCONNECT SWITCHES A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. IGENERAL GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECTIENGINEER. i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE, 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE, ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, FIELD QUALITY CONTROL CONTACTORS AND STARTERS. THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT, REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. SECTION 16500 MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER/OWNER OF THE 3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS. LUMINAIRES AND ACCESSORIES COST OF THE REVISED WORK. a) TEST WITH MEGGER FOR INSULATION RESISTANCE. b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. PRODUCTS ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEERIARCHITECT AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE COMPLIES WITH ICER VALUES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFILLING. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND- LUMINAIRES COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. SECTION 16140 1, ACCEPTABLE MANUFACTURERS ARE LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. 2. THE DESIGNATIONS INDICATED ON THE LIGHTING FIXTURE SCHEDULE ARE A DESIGN SERIES REFERENCE (NOT NECESSARILY A COMPLETE CATALOG NUMBER) AND DO NOT SECTION 16110 WIRING DEVICES I NECESSARILY REPRESENT THE NUMBER, SIZE, VOLTAGE, WATTAGE, TYPE OF LAMP, BALLAST, FINISH TRIM, CEILING TYPE, MOUNTING HARDWARE OF SPECIAL REQUIREMENTS AS SPECIFIED HEREINAFTER ON AS REQUIRED BY THE PARTICULAR INSTALLATION(S) AND CODE. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS AND OTHER FIXTURES AS RACEWAYS AND BOXES r I I EXECUTION REQUIRED TO GIVE PROPER INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES. BALLASTS STANDARDS SWITCHES 1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER. EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS FROM MULTIPLE MANUFATURERS. 1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET -OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT -RESISTANT PLASTIC HOUSING AND SELF GROUNDING M,STAL BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER. MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED. EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK WIRING WITH UP TO NUMBER 10 WIRE. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION 2. APPROVED MANUFACTURERS. FOLLOWING: WS -896E. USE SINGLE -POLE, DOUBLE -POLE, 3 -WAY, 4 -WAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. PROVIDE IVORY COLOR UNLESS a) GENERAL ELECTRIC OTHERWISE NOTED. b) MOTOROLA 1, RIGID STEEL CONDUIT 2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2- AND NOT MORE THAN 18" FROM TRIM. VERIFY EXACT c) MAGNETEK a) Ul. STANDARD ULA I LOCATION WITH THE ARCHITECT. b) A.N.S.I. 080.1 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. FABRICATION c) FEDERAL SPECIFICATION WW -C -581E 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE 1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS, CHANNELS, LENSES, ETC., AND 2. INTERMEDIATE METALLIC CONDUIT (IMC) CONTROLLING SWITCH. DELIVER T JOB READY FOR INSTALLATION. a) U.L. STANDARD UL -1242 b FEDERAL SPECIFICATION WW-C-581EMATERIALS RECEPTACLES 3. ELECTRICAL METALLIC TUBING L UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U -SHAPED GROUND POSITION ON BOTTOM. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE 1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL RELATED CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR a) U.L. STANDARD UL -797] THE PRODUCT OF A SINGLE MANUFACTURER, CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY. b) A.N.S.I. C80 3 BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BYARCHITECTIOWNER. 2, BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT. c) FEDERAL SPECIFICATION WW -0563 a) SWITCHES: N 201 3, GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER'S WARRANTY AGAINST DEFECTS FOR A PERIOD OF 2 YEARS. 4. FLEXIBLE STEEL CONDUIT b) RECEPTACLES: LEVITON #BR20-I ES: LE ON #B GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAST WITH NEW BALLAST. a) U.L. STANDARD UL -1 c) COVER PLATES: SMOOTH PLASTIC 5. LIQUID TIGHT FLEXIBLE CONDUIT LAMPS a) U.L. STANDARD UL -360 NOTE: ALLREQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 1. PROVIDE A COMPLETE SET OF NEW LAMPS IN EACH FIXTURE.OTHER 6. NON-METALLIC CONDUIT (PVC) 2. UNLESS NOTED OTHERWISE LAMPS MUST CONFORM TO THE FOLLOWING: a) U.L. STANDARD 51 GROUND FAULT INTERRUPTERS a) FLUORESCENT: T-8, 35K COLOR. b) A.N.S.I. STANDARD RDFF512 1. SWAB ALL CONDUITS CLEAR OF MOISTURE b) INCANDESCENT: "A' LAMPS TO BE INSIDE FROSTED RATED AT 130 VOLTS. c) N.E.M.A. STANDARD TC -2 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. c) LOW VOLTAGE: MR -16. d) FEDERAL SPECIFICATIONS GSA•FSS AND W -C -1094-A 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANYONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. 7. WIREWAYS AND AUXILIARY GUTTERS 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED EXECUTION a) U.L. STANDARD UL -870 a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM THE GFCI DEVICE. b) GFCI DEVICES LOCATED IN RESTROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS. INSTALLATION DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES. 1, INSTALL LUMINAIRES IN MECHANICAL AND UNFINISHED AREAS AFTER DUCTWORK AND PIPING INSTALLATION. ADJUST FIXTURE LOCATIONS TO PROVIDE THE BEST LIGHTING FOR SECTION 16195 EQUIPMENT ACCESS AND SERVICE LOCATIONS. LOCATE FIXTURES 8 FEET 6 INCHES ABOVE FLOOR, OR AT SUITABLE LOCATIONS WITHIN SPACE ON WALLS BUT NOT LOWER THEN RACEWAY TYPES ELECTRICAL IDENTIFICATION 2. THE CONTRACTOR SHALL PROTECT LUMINAIRES FROM DAMAGE DURING INSTALLATION OF SAME AND UP TO THE TIME OF ACCEPTANCE. ANY BROKEN LUMINAIRES, GLASSWARE, STANDARD THREADED RIGID STEEL CONDUIT. PLASTICS, LAMPS ETC., MUST BE REPLACED BY THE CONTRACTOR WITH NEW PARTS, WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 1. RIGID CONDUIT HEAVY WALL GALVANIZED. PRODUCTS 3. WHERE BALLASTS ARE FOUND TO BE PRODUCING EXCESSIVE NOISE THEY SHALL BE REPLACED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. 4. INSTALL EXIT LIGHT AS INDICATED ON THE DRAWINGS BUT NOT HIGHER THAN 10 FEET A.F.F. SIZE AND COLOR OF LETTERING SHALL COMPLY WITH LOCAL CODES, NAMEPLATES 5. TRACK LUMINAIRES, ADJUSTABLE LUMINAIRES, FLOODLIGHTS AND ACCENT LIGHTS SHALL BE AIMED AS DIRECTED BY THE ARCHITECT/ENGINEER. OUTDOOR LIGHTING SHALL BE INTERMEDIATE METALLIC CONDUIT 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPERCASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. AIMED IN PERIODS OF DARKNESS. 1. LIGHTWEIGHT RIGID STEEL CONDUIT. 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 6. PLUMB ALL OUTDOOR LIGHTING STANDARDS TO TRUE VERTICAL. FOR BOLTED POLES, PROVIDE GALVANIZED ANCHOR BOLTS AND NUTS. PLUMB USING A NUT ABOVE AND BELOW 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. THE BASE PLATE ON THE ANCHOR BOLTS. PACK GROUT BETWEEN BASE PLATE AND CONCRETE FOOTING AND PROVIDE DRAIN HOLE BELOW BASE PLATE TO PREVENT TAS ACCUMULATION OF MOISTURE INSIDE POLE BASE. PROVIDE TWO PIECE OR INDIVIDUAL COVERS FOR NUTS EXPOSED ABOVE THE BASEPLATE OF THE SAME COLOR THE POLE. ELECTRICAL METALLIC TUBING CABLE TAGS AND WIRE IDENTIFICATION LABELS GROUND ALL METAL LIGHTING STANDARDS. . 1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. . 2. COUPLINGS AND CONNECTORS: 2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT, SECTION 16721 a) INDOOR AND TWO (7) INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. FIRE ALARM SYSTEMS b) 2112' SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. EXECUTION 3. INDENT TYPE FITTINGS SHALL NOT BE USED. SUBMITTALS 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. SWITCHBOARDS 1. SUBMIT PRIOR TO ORDERING EQUIPMENT: 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF a) WIRING DIAGRAMS SHOWING CONNECTIONS BETWEEN ALL SYSTEM COMPONETS. b) DESCRIPTION OF SYSTEM OPERATION. FLEXIBLE STEEL CONDUIT INCOMING SECTION. 2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE. c ANNUNCIATOR SCHEDULE SHOWING TITLES FOR EACH FIRE ALARM AND SUPERVISORY ZONE. 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRING CHANNEL d) MANUFACTURER'S LITERATURE MARKED TO SHOW MODEL AND CATALOG NUMBER FOR ALL EQUIPMENT. 2. MAXIMUM LENGTH: (SIX 8) FEET. PANELBOARDS e) MANUFACTURER'S INSTALLATION INSTRUCTIONS, OPERATIONS AND MAINTENANCE INSTRUCTIONS. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATING 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT f) A COMPLETE LAYOUT OF THE ENTIRE SYSTEM INCLUDING CONDUIT ROUTING, CONDUIT SIZES, WIRE SIZES AND TYPES. BUSHINGS. TOP OF PANEL. g) PROVIDE A COLOR CODE SCHEDULE FOR WIRING. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. h BATTERY SIZING CALCULATIONS INDICATING CIRCUIT LOADING AND POWER SUPPLY LOADING. VOLTAGE DROP CALCULATIONS SHALL BE SUBMITTED FOR ALL NOTIFICATION ) DISCONNECT SWITCHES APPLIANCE CIRCUITS EXCEEDING 1.5 AMPS OR 300' LENGTH. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. 1) SUBMITTALS SHALL BE AS A COMPLETE SET. PARTIAL SUBMITTAL WILL NOT BE ACCEPTABLE. j) DRAWINGS SHALL NOT BE ON LESS THAN 81/2' BY 11 INCH SHEETS AND SHALL IDENTIFY ALL SYMBOLS USED. 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. 2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL ELECTRIC METERS 2. SUBMIT PRIOR TO BUILDING OCCUPANCYa) SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED THROAT. 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE METER SERVES CONTRACTOR SHALL SUBMIT, UPON COMPLETION OF SYSTEM VERIFICATION, APOINT-BY-POINT CHECK LIST INDICATING THE DATE AND TIME OF EACH ITEM INSPECTED AND ISSUE A RECORD OF COMPLETION CONFIRMING THAT THE INSPECTION HAS BEEN COMPLETED AND THE SYSTEM IS INSTALLED AND FUNCTIONING IN ACCORDANCE WITH THE NON-METALLIC RACEWAY (PVC) SECTION 16431 SPECIFICATIONS, 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE SWITCHBOARDS PRODUCTS 3. MUST HAVE A TENSILE STRENGTH OF 7,000-7,200 PSI AT 73.4 DEGREES F., FLEXURAL STRENGTH OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. PRODUCTS 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. APPROVED MANUFACTURERS ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 314" SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS. SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 60, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL 2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. ALL a) SQUARED BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. b) NOT USED. RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T -BARS, Z -BARS, OR OTHER c) GENERAL ELECTRIC d) SIEMENS ITE ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL AS HIGH AS S. ; ,rA. 0 pN "I*N) ^ O a ()Cw C "D � 30 "C ,cd t LLI �� -+-j= 00v M o I U 2 -'asEc I- (A Cn �a V 1 b� �!�! 0 Q? ? . C3 w °q 4 S W •� o 8o Qo V r w 0- It u 4�� n kn� 3 �y0 U 3 �+ U u� it, 0 Vn L.0 4-i 0 C -P-0 (10 0 w 01 ^�♦♦ O 0 W'CN O cv. •C '0 00 c: 0 3 LLj•a) W .0 O C c%qO w d'Or _ �NO V cn c 0 cu I /�L c ,J 8 Lu U It= a) w w LLJ x co -4-- 1-4 :� w � I ca 1-4 0 � O u- z w III Lu G U ()Cw C "D � 30 "C Q) F- [f LLI i5 N co O "La Cu 2.9 I U 2 -'asEc I- (A Cn a cn c 0 cu I /�L c ,J 8 Lu U It= a) w w LLJ x co -4-- 1-4 :� w � I ca 1-4 0 � O u- z w III Lu o z N Lu �y0 O N W 0 V Ov o z N a �y0 O N W 0 V Lu R ¢ x a 0 o U E-2 EXISTING PANEL SEE "ONE -LINE ON SHEET E4.' EXISTING FIRE RISER Electrical Power Plan Scale 1/8"=1'-0" GENERAL POWER NOTES 1. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. 2. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60' IN LENGTH SHALL USE #12 WIRES MINIMUM, CIRCUITS FROM 61' UP TO 100' IN LENGTH SHALL USE #10 WIRES MINIMUM AND FROM 101' UP TO 150' IN LENGTH SHALL USE #8 WIRES MINIMUM UNLESS OTHERWISE NOTED. POWER PLAN NOTES: J J -BOX FOR FUTURE TENANT SIGN. ELECTRICAL CONTRACTOR TO PROVIDE MINIMUM 3/4" CONDUIT WITH PULL STRING BACK TO PANELS. COORDINATE MOUNTING HEIGHT & LOCATION WITH ARCHITECTURAL ELEVATION DRAWINGS. 0 MINIMUM 3" CONDUIT WITH PULL CORD TO TELEPHONE TERMINAL BOARD. STUB -UP 2'-0" A.F.F., CAP AND LABEL. O FOR POWER REQUIREMENTS TO RTU'S SEE MECHANICAL EQUIPMENT SCHEDULE ON SHEET M0. 4O FACTORY INSTALLED CONVENIENCE OUTLET. POWER TO BE PROVIDED ON SEPARATE CIRCUIT INDEPENDENT OF HVAC POWER. INSTALLATION SHALL BE PER SECTION 210.63 OF THE 2008 NEC. COORDINATE WITH MECHANICAL. U5 SHOW WINDOW RECEPTACLES AS PER 2008 NEC 220.14(G)(2) 0 ALL EXISTING POWER IN LOADING/UNLOADING AREA TO REMAIN CIRCUITED TO EXISTING PANELS IN ELECTRICAL ROOM 111. ELECTRICAL CONTRACTOR TO VERIFY EXISTING LOADS AND NEW LOAD REQUIREMENTS PRIOR TO BID. O SERVICE METER AND DISCONNECT. SEE SHEET E-1 FOR SCHEMATIC DESIGN. ®TRANSFORMER TO BE SUSPENDED FROM STRUCTURE AT 12'-0" A.F.F. zll_900 s901 902 908 8910 s925 ___<) i935 e940 F N O QO V U c� m c co -o � 3• Z r� ui CN O16- 0 g .c U - N E C h U) U) a CN ual Cw WW HT1 J 2 N W Y V W F a _Cu Q_ L CU 0 0. Cu "L Lu (� _( wW w Co L_ C � OPV U c� m c co -o � 3• Z 00 C~� ui cu O16- 0 g .c U - N E C h U) U) a CN a _Cu Q_ L CU 0 0. Cu "L Lu (� _( wW w Co 0 � OPV Z ,- CN ual WW J 2 N W Y W Q' V 0 � OPV Z ,- CN WW ~ 2 N Y W u.i V E-3 EXISTING ELECTRICAL ROOM EXISTING FIRE RISER 1 Electrical Lighting Plan Scale 1/8"=1'-0 LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING & OPTION NOTE A -- - 120 EXISTING TO REMAIN EXISTING/ HUNG FROM STRUCTURE - '=�Ea F-- (n in a EXISTING LIGHTING IN LOADING/ UNLOADING AREA TO REMAIN. O 2. CONTRACTOR SHALL VERIFY ALL FIXTURE QUANTITIES. EXISTING LIGHTING FIXTURES TO REMAIN CIRCUITED TO _V EXISTING PANELS IN ELECTRICAL ROOM 111. EM BEGHELLI XLP-S1 120 (2)5.4W WALL MOUNTED 1-3 X BEGHELLI VA4-R-SA 120 ------•- WALL/ CEILING MOUNTED 1-3 THE ABOVE SCHEDULE IS BASED ON PERFORMANCE AND IS DESIGNED AROUND SPECIFIC CRITERIA. ALL ALTERNATE SELECTIONS MUST BE SUBMITTED FOR PRIOR APPROVAL TEN (10) BUSINESS DAYS PRIOR TO BID DATE. APPROVE ALTERNATE REPS ON EQUAL PRODUCT AREAS FOLLOWED: LITHONIA (LANDRETH, INC); COLUMBIAI COOPER (LIGHTING PARTNERS CF); HUBBELL LINES (WESTERN FLORIDA LIGHTING). GENERAL NOTES: 1. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR 3. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL, ALL FIXTURES. SEE SPECIFICATIONS. 2. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES, UNLESS OTHERWISE NOTED. GENERAL LIGHTING NOTES LIGHTING PLAN NOTES: 1. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE O EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE TEMPORARILY ON CIRCUIT #1 ON PANEL'C'. EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE 11--+ Cn THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR O EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES TEMPORARILY TO CIRCUIT #27 OF EXISTING PANEL "LC". PROVIDE ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN 20 AMP,1 POLE CIRCUIT BREAKER AS REQUIRED. EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. '=�Ea F-- (n in a EXISTING LIGHTING IN LOADING/ UNLOADING AREA TO REMAIN. O 2. CONTRACTOR SHALL VERIFY ALL FIXTURE QUANTITIES. EXISTING LIGHTING FIXTURES TO REMAIN CIRCUITED TO _V EXISTING PANELS IN ELECTRICAL ROOM 111. 3. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN. NN I.L. 4. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY C M N Co �• N ELECTRICAL CONTRACTOR. M 5. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60' IN LENGTH SHALL CU IO -0 USE 912 WIRES MINIMUM, CIRCUITS FROM 61' UP TO 100' IN LENGTH �-� 0 SHALL USE #10 WIRES MINIMUM AND FROM 101' UP TO 150' IN LENGTH �ULL SHALL USE #8 WIRES MINIMUM UNLESS OTHERWISE NOTED. c 6. ALL EXTERIOR LIGHTING TO BE PROVIDED BY LANDLORD. o' 0 ti 900 901 902 s 908 a 925 s935 8940 O Cn L U 0 11--+ Cn ao C- p ~LL Cq C U '=�Ea F-- (n in a 4--+ W Cu _V v u0� NN I.L. C M N Co �• N M CU IO -0 Y �-� 0 U �ULL LLJ c z o' 0 ti a Cu CL i CuJ U J H H w w L t W C W Cn L 0 11--+ Cn C- p ~LL O '� C U '=�Ea F-- (n in a 4--+ W Cu 7s v u0� NN I.L. C M N Co �• N M CU IO -0 Y �-� 0 �ULL LLJ c z o' 0 ti J N 0 0 a Cu CL i CuJ U J H H w w L t W C W C U C 70 O C- p ~LL O '� CN CIO C .0 Q U '=�Ea F-- (n in a o a Cu CL i CuJ U J H H w w L t W C W NLLI U o W 7s v u0� 0 Y N w r Z NLLI U o 7s v u0� 0 Y N w r W 0 Q uj Ir D Q U E-4 PANEL MANUFACTURIERI SQUARE D cf) PANEL MANUFACTURER:: SQUARE D NAME,, LOW-VOLTACX GESTRIBUTEL IONPAN,(LDP)�, PANEL MANUFAC 'TURER:: SQUARED NAME:� PANEL TY NAME: HIGH-VOLTAGE 0111STRIBUTION PANEL (HI O0 MAIN BREAKER (AMPS); 400 3 PHASE LLI 3 MAIN BREAKER (AMPS): 400 3 PHASE o 0 MAIN BREAKER (AMPS):. 3 PHASE 0 MAIN LUGS (AMPS): 4 WIRE PROJECT NAM E:� LINENS.THINGS - ULTA MAIN LUGS(AMPS)., 4 WIRE PROJECT NAM E,� LINENS & THINGS - ULTA WIREICOND IDENTIFICATION MAIN LUGS (AMP 8): 200 4 WIRE PROJECT NAME LINENS & THINGS - ULTA E K,A.LC, . ....... .. :: .... . ..... .... .......... .... .. ...... .. .... . .. .... . .. ... VOLTS PROJECT NUMBER lfidO'4 . ..... ....... ....... .... .... ..... . ..... . ..... ....... ....... . ..... ....... ....... . .... D K,klll, 22 120,208.VOLTS PROJECT NUMBIl 2110274 CIRCUIT BREAKER LOAD(PHASE (K -VA) NO., K.A.L.C.., 10 120=8 VOLTS PROJECT NUM BE R: 21,10274 CKT MOUNTEM SURFACE FED FROM :'UTILITY'V A CT CAB IINET & 400A FUSED DISCONNECT E MOUNTED: SURFACE FED FROW PANEL "HDP' VNA 112,8 KVA STEP-DOWN TRANSFORM IS MOUNTED: SURFACE, FED FROW PANEL I VIA 2.1OOA BREAKER N cf) L_ "s& 0 O0 IN 0 LLI 3 Al o 0 4-a w a. 0 T CKT WREYCOND 0 LOAWPHASE IPA) CIRCUIIIT BREAKER LOADIPHASE (KVA) 0 WIREICOND IDENTIFICATION CKT ' T E NO. CO CUA D D (KVI CIRCUIT BREAKER LOAD(PHASE (K -VA) NO., E S CKT w 0 E E ct IS cc uj AB NO., 1-1 C ..... . ..... . . ........ ...... .. . ..... . ..... . ..... . ..... . ..... .. ........ .. . ... ..... 4#=it 192G, 1#600, PANEL LDP'VIA 2 3 PAINELi 43, 1#8G, t-urc 0 0.180 100 175 5.34 0TEACH) IN (21 SETS 1125 KVA STEP-: 4 4.64 OF ZVI DOWN XFMR 111 —6 .. . . ...... .... 8 2 0 RT11:_7 RTU -2 10 2 11 T 12 13 14 2 1T RTII N°R'TU 18.. 2 17 j is 18 .... . ..... . ..... . ... SPACE, ONLY 20 21 SPACE ONLY [j, P".1 1 20 m mo, 1#1,OG 1 22 23 1 20 1,3EI M 2#10, 1#10G Ell 24 25 Ii�il!IIIII I 26 r 2-7 1 SPACE ONLY SPACE. ONLY 28 EM1111: ..... IIIIIHIW�,A, I'l LII ...... . . . . . . . . . . . . . . . . . . . . . ......... ......... 15 SPAR 0-0 lo-ol 0-0 1 1 5.0 1 5 3 11 6..0 1 4 SII IIIIIINII LARGEST PHASE CONNECTE DAMPS 21.06. PHASE A MAX CURRENT W1 DMND FGTR: 18.06 ..... ....... . LARGEST PHASE. DEMAND AMPS:: 22.88; PHASE 8 MAX CURRENT W/ DMND Ill . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ............ LARGEST PHASE DEMAND KVA, 6.34, PHASE C MAX CURRENT WI DMND FC17k. NMI. 11111. 0 14, LOOKED BRKR Z EXSTING UNITS TO REMAIN, EUECTRICAL CONTRACTORTO VERIFY EQUIPMENT REQUIREMENTS BASED ON MANUFACTURERS NAMEPLATE, HACK EIRE,AR Nit PANEL MANUFACTURER SQUARE D POWERLINK G3 NAME: PANEL W, - - _- NUNN: 0100 MAIN BREAKER (AMPS�,,. 3 PHASE ME 0 MAIN LUGS (AMPS); 100 4 WIRE PROJECT NAME:, LINENS & THINGS - ULTA K..A.LC,: 35 2771480 VOLTS PROJECT NUMBER. 2110274 MOUNTED; SURFACE FED FROM, PANEL HDP VIA XVA BREAKER, LARGEST PHASE CONNECTED AMI OLioo PHASE A MAX CURRENT 'W' DMND FCTIk 0.00 LARGEST PHASE DEMANDAM PS:1 .... 670-0 PHASE B MAX CURRENT W1 DMND FCTR,, LARGEST PHASE DEMAND K.Vk . . ...... PHASE 0 MAX CURRENT Wl DMND FCTk ..... . .... . ..... cf) L_ "s& 0 O0 z VJ Ed LLI 3 Al o 0 4-a w a. IN cu u cf) wo i CKT IDENTIFICATION CO CUA LOADPHASE (KVI CIRCUIT BREAKER LOAD(PHASE (K -VA) LLJ W IDENTIF�CATION CKT w 0 C -I.- 4 0 INI ct cc uj NO., II AAN. T [j, P".1 ® Al Ii�il!IIIII I � i is EM1111: ..... IIIIIHIW�,A, I'l LII ...... . . . . . . . . . . . . . . . . . . . . . ......... ......... 15 SPAR Hi! 1 4 SII IIIIIINII ..... ....... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............. ............ ............... NMI. A 0 Nit 0101 - - _- NUNN: 0100 ME 0 ........................... IjINj1j1l!j,,,1 WI 00 v1. gg� !:I, al Imm WONIlkin'll .......... ............................ ...................... .......... ........... Nil: mom NNN INENO Na 000=101093= I; Ir I LARGEST PHASE CONNECTED AMPS;� 44.51 PHASE A. MAX CURRENT W1 DMNID FCTR;' 41.69: LARGEST PHASE DEMAND AIMPS: 44,511 PHASE 8 MAX CURRENT W1 DMND FCTR- LARGEST PHASE DEMAND KVA.:: 534 PHASE C MAX CURRENT W1 D FCTR, r I`Es� 1, LOOKED BRKR 2HACR RATED BRKR .. . .. ...... .... . . . . ...... ...... ...... .... . . . ... ....................... --- - - -------- ------ ------- ....... 11.11111.11.11.1-11--.1 . ...... .... PANEL MANUFACTURER, SQUARE D POWERLINK, G3 MAIN BREAKER (AMPS)! 3 PHASE MAIN LUGS (AMPS), 200 4 WIRE K�A.Ill 10 1201208 VOLTS MOUNTED, URFACE NAIIIII PANEL 8* PROJECT NAME., LINENS NC THINGS T. ULTA PROJECT NUMBER: 2110274 FED FROM: PANEL Ili VIA 200A 3PH CONTACTOR LARGEST PHASE CONNECTED AMPS': 0:00 PHASE .A MAX CURRENT Wt DMND FCTI 0_011 LARGEST PHASE DEMAND AMPS,: 0:00 PHASE 8 MAX CURRENT W1 DMND FCTR: LARGEST PHASE DEMAND KVk: 0.i00 PHASE C MAX CURRENT WDMND FCTR, PANEL MANUFACTURER: SQUARE 0 MAIN BREAKER (AM PS):. 3 PHASE MAIN LUGS (AMPS)., 200 4 WIRE K.AJLC.:. 10 1201208 VOLTS MOUINTED; SURFACE. NAME., PANEL *V PROJECT NAME., LINENS & THINGS - ULTA PROJECT NUMBER-- 21110274 FED FROM, PANEL LDP VIA 200A BREAKER LARGEST PHASE CONNECTED AMPS' 38.30 PHASE A MAX CURRENT ft DMND FCTR: ' 41.69 LARGEST PHASE. DEMAND AMPS::' ".51 PHASE B MAX CURRENT Will! DMND FCTR, 97 LARGEST PHASE DEMAND KVi 5.34 PHASE C MAX CURRENT W/ DMND FCTR,-. Rr' LARGEST PHASE CONNECTED AMPS: 0.00 PHASE A MAX CURRENT W1 DMND F L CTR" 0.00 LARGEST PHASE DEMAND AMPS:' 0.00 PHASE B MAX CURRENT Vi DMND FCTR LARGEST PHASE DEMAND KVk oiioo PHASE C MAX CURRENT Wif DMND Fes:; PANEL MANUFACTUI GE MAIM BREAKER (AMPSY MAIN LUGS (AMI PSY: 125 K.A-11I.C.., 10 MOUNTED, SURFACE NAME: (EXIS1111ING) PANEL L:C :3 PHASE 4 W1 RE PROJECT NAME:' SHOE CARNI 1201208 VOLTS PROJECT NUMBER.* 2110274 FED FROM'. EXSTING: PANEL DIP LARGEST PHASE 00INNECTED AMPS: 85.00 PHASE AMAX, CURRENTW1DMNDFCTR. 72,21 LARGEST PHASE DEMAND AMPSLPHASE B MAX, CUERRE NST' W; DMND FCTR,'-ITT7- LARGIESTPHASE DEMAND KVA-'­" PHASE C MAX, CURRENT' VMI DMND FCTR' _39M ­ C". LOAD DEMAND DEMAND LOAD (KI FACTOR I'KVA) GENERAL LIGHTING (L) 0,74 1.25 0.93 SQUARE. FOOT. UGHIING LOAD: RECEPTACLES (R) 0 1.00 obo A/C HEA7nNG (H) 0 1.0.0 0,00 LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF TINE WO APC: COOLING (C) 0 t06U,_00 (:CONNECTED VS. TAB I F 22012, NEC 2008,) KrrCHEN EOUIPENi o 1.00 0,00 LARGEST MOTOR, (M) 0 1.25 0.,00 "LARGER)kIC: LOAD; 0 Ki OTHER (Ill 28=76�=00 11 211 NuftZli". Ti NtWOKLAIlill 2, w9billING LVAIJAND SMAKEll NEW LUAU, EXISTING BREAKER 4 EASTING BREAKER Vi Lu cf) L_ "s& 0 O0 z VJ Ed LLI 3 Al o 0 4-a w a. IN cu u cf) wo co CO CUA 0. W ILL LLJ W z o cq 3: w 0 C -I.- 4 0 ct cc uj Lu cf) L_ 0 4-0 0a) z 0 LL LLI 3 11 o 0 (D E ) C/U) w a. IN cu cf) wo co CO CUA 0. W ILL LLJ W z o cq 3: w 0 C -I.- 4 0 Lu C3 z 0 LL LLI 3 o 0 (D E ) C/U) w a. IN Lu C3 z 9 IN W uj cc uj d C3 z 9 IN W uj