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GENERAL NOTES: HIGH-STRENGTH GRADE 97 KSI REINFORCEMENT SHALL BE PROVIDED BY SAS STRESSTEEL, INC., OR "SAS" OR "MANUFACTURER". SAS GRADE 97 (S670) REINFORCEMENT MAY BE REFEREED AS "G-97" IN OTHER NOTES AND DETAILS FOUND IN THESE DRAWINGS AND SHALL BE CONSIDERED SAME. PART NUMBERS MAY BE REFERENCED IN THESE DRAWINGS WHICH RELATE TO THE LATEST PRODUCT INFORMATION FROM SAS. PART NUMBERS MAY BE SUBJECT TO MODIFICATION AT THE DISCRETION OF SAS. THESE DRAWINGS ONLY REFERENCE DETAILING AND PLACEMENT OF G-97 REINFORCEMENT. THE FOLLOWING DETAIL INFORMATION IS BASED ON STRUCTURAL DRAWINGS PREPARED BY: DESIMONE CONSULTING ENGINEERS 18 WEST 18TH STREET, 10TH FLOOR NEW YORK, NY 10011 DRAWING ISSUES REFERENCED: DATED 04.19.2003 ISSUED FOR BID 08.14.2013 BULLETIN # 1 11.01.2013 BULLETIN #2 12.06.2013 BULLETIN #3 01.31.2014 BULLETIN #4 03.14.2014 BULLETIN #5 REFER TO SAID LATEST STRUCTURAL AND CONSTRUCTION DOCUMENTS FOR ALL FINAL DIMENSIONS AND CONSTRUCTION DETAILS NOT REFERENCED IN THESE DRAWINGS. ALL DIMENSIONS SHOWN IN THESE DRAWINGS SHALL NOT BE USED UNLESS AUTHORIZED AND VERIFIED BY STRUCTURAL ENGINEER. DO NOT SCALE OFF THESE DRAWINGS, USE HARD DIMENSIONS SHOWN. THE GENERAL USE OF G-97 REINFORCEMENT IS GOVERNED BY THE PROJECT SPECIFICATIONS, WHICH ALSO INCLUDE: ACI 318, INTERNATIONAL CODE COUNCIL(ICC) AC-237, ICC AC-133, AND NEW YORK CITY BUILDINGS BULLETIN 2010-003 FOR THE ALLOWED USE OF HIGH-STRENGTH CONCRETE REINFORCEMENT. G-97 SHALL NOT BE WELDED G-97 SHALL NOT BE BENT IF NOMINAL BAR DIAMETER EXCEEDS #14, OR AS DIRECTED BY STRUCTURAL ENGINEER G-97 IS A CONTINUOUSLY THREADED BAR SYSTEM WHICH UTILIZES SYSTEM ACCESSORIES SUCH AS; COUPLERS, HEX NUTS, LOCK NUTS, TERMINATOR NUTS, ETC. NO THIRD PARTY EQUIVALENT ACCESSORIES SHALL BE USED ON G-97, UNLESS SPECIFICALLY AUTHORIZED BY SAS. G-97 DOWELS TO REMAIN EXPOSED TO WEATHER FOR LONGER THAN (4) MONTHS SHALL BE PROVIDED WITH SOME FORM OF CORROSION PROTECTION, IE GREASE AND TAPE/COVERING. CORROSION PROTECTION SHALL BE REMOVED PRIOR TO CONTINUED CONSTRUCTION AND CONCRETE PLACEMENT. EXTRA CARE SHALL BE TAKEN TO AVOID BENDING OR DAMAGE OF DOWEL TAILS DURING PERIOD OF EXPOSURE. IF BARS ARE DAMAGED REMEDY BY STRUCTURAL ENGINEER. ALL SAS ACCESSORIES ARE MANUFACTURED AND GUARANTEED TO DEVELOP MINIMALLY 125% OF THE SPECIFIED YIELD (97 KSI) GRADE 97KSI HIGH-STRENGTH REINFORCEMENT REINFORCING STEEL PLACING DRAWING ONLY. USE IN CONJUNCTION WITH ALL OTHER CONTRACT DRAWINGS AND SPECIFICATIONS. ELEVATIONS & DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. THESE DRAWINGS ONLY PERTAIN TO G-97 STEEL. REFER TO OTHER SHOP DRAWINGS FOR ALL OTHER TYPICAL REINFORCEMENT INFORMATION REGARDING 60/75KSI REBAR. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. BAR SIZE TORQUE (Ft-LBs) #6 100 #7 120 #8 140 #9 160 #10 180 #11 200 #14 230 #18 260 #20 300 1/2 COUPLER LENGTH +1/2" 1/2 COUPLER LENGTH +1/2" STEP #1 MAKE COUPLER MARKINGS ON LOWER+UPPER BARS AS SHOWN- LOWER UPPER BAR TO MEET LOWER SAS STANDARD COUPLER W/ (2) SET SCREWS (PREVIOUSLY INSTALLED ON EITHER UPPER OR LOWER BAR) SAS STRESSTEEL THREADED BAR STEP #2 ADJUST/ROTATE UPPER BAR TO PROPERLY ALIGN THREADING - BACK-THREAD COUPLER ONTO BOTH BARS UNTIL BOTH MARKS ARE EXPOSED STEP #3 WRENCH UPPER BAR TIGHT - SEE TORQUE VALUES CHART FOR RATING STEP #4 TIGHTEN LOWER+UPPER SET SCREWS IMMEDIATELY AFTER TIGHTENING OF BAR IS COMPLETED WRENCH ARM LENGTH NOTES 1. SET SCREWS OPTIONAL - NOT REQUIRED FOR STRUCTURAL INTEGRITY OF MECHANICAL SPLICE. 2. SAS ACCESSORIES ARE RATED FOR MINIMUM 125% Fy AND 100% Fu OF BAR. SAS THREADED BAR TORQUE REQUIREMENTS 1" OR 1/2" THICK STEEL TEMPLATE GR. 97 BAR LOCK NUT HEX NUT CONTRACTOR SHALL ENSURE CAGE IS LEVEL PRIOR TO CONCRETE INSTALLATION TYPICAL REINFORCEMENT NOT SHOWN FOR CLARITY GR. 97 COUPLER GROUND FLOOR SLAB STAGGER 3'-0" (MATFOUNDATION) VARIESW/SLOPE6" 1/2" OR 1/4" THICK STEEL TEMPLATE SAS LOCK NUT SW-XX SHAPE T1 #20 @ Spacing O.C. 1 A101 SIM 38 D 1 View Name 1/8" = 1'-0" SECTION MARKER VIEW TITLE IN SCOPE SHEAR WALL ID TAG (SW-01, SW-02, ETC) TIE REBAR TAG VERTICAL REBAR ID NUMBER AND UP/ DOWN LABEL LEGEND / ABBREVIATIONS TEMPLATEREDOWEL BAR TERMINATING NUT LOCK NUT SEETABLE DEVELOPMENTLENGTH T.O. SLAB T.O. SLAB LOCK NUT COUPLER SAS GRADE 97KSI BAR DEVELOPMENT LENGTH REQUIREMENTS BAR SIZE CONCRETE STRENGTH (PSI) CASE 10000 8000 7000 #20 A B #18 A B #14 A B 91 137 82 123 64 96 102 153 92 138 71 107 109 163 98 147 76 114 (INCHES) (INCHES) (INCHES) A= B= 33% REDUCTION OF ACI CALCULATED DEVELOPMENT LENGTH TAKEN FOR USE OF MECHANICAL ANCHOR CASES DEFINED PER EQUATION 12.2.2, ACI-318-05 CASES NOT DEFINED PER EQUATION 12.2.2 1/2" STEEL TEMPLATE HOLES FOR GR 97 BARS (TYP) SPACE VARIES TO ACCOMODATE DRIFT BAR 3/8" STEEL TEMPLATE ARROW POINTS TO PROJECT NORTH (TYP) TYPSPACING FLOOR LAST BARS HAVING SAS BARS PER STRUCTURAL DRAWINGS FLOOR MIN.Ld SAS GR. TERMINATING NUT (ANCHOR) SAS GR. 97 BARS GRADE 60 STEEL (SEE STRUCTURAL FOR DETAILS) SAS CAGE PREVIOUSLY INSTALLED GRADE 60 FNA SHEET LIST NOTES: 1.) SHEETS ADDED TO THIS SET OF SHOP DRAWINGS ARE CALLED OUT WHERE A "1" VALUE APPEARS IN THE "NEW" COLUMN ON THE FNA SHEET LIST. A SOLID BLACK FILLED REGION [ ] IN CELL OF THE "NEW" COLUMN IS SHOWN OTHERWISE. 2.) THE SEQUENCE NUMBER OF EACH SHEET IN THE ENTIRE SET MAY BE FOUND IN THE "SEQ -- #" COLUMN. SHEETS THAT HAVE BEEN REMOVED FROM THE SET ARE NOT GIVEN A SEQUENCE #. THESE SHEETS SHOW A SOLID BLACK FILLED REGION [ ] IN CELL OF THE "SEQ -- #" COLUMN NEXT TO THE "SHEET #". 3.) THE NUMBER SHOWN AFTER "Grand Total:", SHOW THE TOTAL NUMBER OF SHEETS INCLUDING ANY THAT MAY HAVE BEEN REMOVED. THE TOTAL NUMBER OF SHEETS IN THE SET (EXCLUDING ANY REMOVED) MAY BE FOUND ON THE LAST SHEET IN THE SET IN THE "#" COLUMN. OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS As indicated 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK COVER SHEET / GENERAL NOTES GC 13025 CS-000.01 1N.T.S. 2 SAS COUPLER ASSEMBLY N.T.S. 3 TYPICAL DOWEL DETAIL FNA SHEET LIST S E Q -- # SHEET # SHEET NAME ISSUE / REVISION DATE ISSUE / REVISION # A D D E D FNA SHEET LIST S E Q -- # SHEET # SHEET NAME ISSUE / REVISION DATE ISSUE / REVISION # A D D E D 000 _ *GENERAL NOTES* 1 CS-000 COVER SHEET / GENERAL NOTES 07.17.14 01 7 2 CS-001 KEY PLAN 07.17.14 01 5 1200 _ SERIES 150 SW-1201 SW-01 SUPPORTING 6TH (ALT.) 07.17.14 01 1 151 SW-1202 SW-03 SUPPORTING 6TH (ALT.) 07.17.14 01 1 152 SW-1203 SW-05 SUPPORTING 6TH (ALT.) 07.17.14 01 1 153 SW-1204 SW-06 SUPPORTING 6TH (ALT.) 07.17.14 01 1 154 SW-1205 SW-07 SUPPORTING 6TH (ALT.) 07.17.14 01 1 155 SW-1206 SW-13 SUPPORTING 6TH (ALT.) 07.17.14 01 1 156 SW-1207 SW-01 SUP. 8-9TH, 12TH-13TH (ALT.) 07.17.14 01 1 157 SW-1208 SW-03 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 158 SW-1209 SW-05 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 159 SW-1210 SW-06 SUP. 8TH-9TH & 12TH-13TH (ALT.) 07.17.14 01 1 160 SW-1211 SW-07 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 161 SW-1212 SW-12 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 162 SW-1213 SW-13 SUPP. 8-9TH, 12-13TH (ALT.) 07.17.14 01 1 163 SW-1214 SW-14 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 164 SW-1215 SW-19 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 165 SW-1216 SW-01 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 166 SW-1217 SW-03 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 167 SW-1218 SW-05 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 168 SW-1219 SW-06 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 169 SW-1220 SW-07 SUPPORTING 10TH-11TH (ALT.) 07.17.14 01 1 170 SW-1221 SW-12 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 171 SW-1222 SW-13 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 172 SW-1223 SW-14 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 173 SW-1224 SW-19 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 174 SW-1225 SW-03 SUPPORTING 12TH - 13TH (ALT.) 07.17.14 01 1 175 SW-1226 SW-05 SUPPORTING 12TH - 13TH (ALT.) 07.17.14 01 1 176 SW-1227 SW-07 SUP. 12-19TH, 22ND-25TH (ALT.) 07.17.14 01 1 177 SW-1228 SW-12 SUPPORTING 12TH - 17TH (ALT.) 07.17.14 01 1 178 SW-1229 SW-14 SUP. 12-19TH, 22ND-23TH (ALT.) 07.17.14 01 1 179 SW-1230 SW-19 SUPPORTING 12TH - 13TH (ALT.) 07.17.14 01 1 180 SW-1231 SW-01 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 181 SW-1232 SW-03 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 182 SW-1233 SW-05 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 183 SW-1234 SW-06 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 184 SW-1235 SW-13 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 185 SW-1236 SW-19 SUPPORTING 14TH - 17TH (ALT.) 07.17.14 01 1 186 SW-1237 SW-06 SUPPORTING 16TH - 17TH (ALT.) 07.17.14 01 1 187 SW-1238 SW-13 SUP.16-19TH, 22ND-27TH (ALT.) 07.17.14 01 1 188 SW-1239 SW-06 SUPPORTING 18TH - 19TH (ALT.) 07.17.14 01 1 189 SW-1240 SW-12 SUPPORTING 18 - 19TH (ALT.) 07.17.14 01 1 190 SW-1241 SW-19 SUPPORTING 18TH - 19TH (ALT.) 07.17.14 01 1 191 SW-1242 SW-06 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 192 SW-1243 SW-07 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 193 SW-1244 SW-13 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 194 SW-1245 SW-14 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 195 SW-1246 SW-06 SUPPORTING 22ND - 27TH (ALT.) 07.17.14 01 1 196 SW-1247 SW-07 SUPPORTING 26TH - 27TH (ALT.) 07.17.14 01 1 Grand total: 49 N.T.S. 4 TYPICAL REDOWEL DETAIL 1/2" = 1'-0" SAMPLE TEMPLATE (4 BAR) 1/2" = 1'-0" SAMPLE TEMPLATE (MAT) 1/2" = 1'-0" SAMPLE TEMPLATE (DRIFT BAR) 1/2" = 1'-0" SAMPLE TEMPLATE (TYPICAL) N.T.S. 1 TRANSITION DETAIL N° Revision: Date: 00 ISSUED FOR APPROVAL 09.24.13 00 ISSUED FOR APPROVAL 11.06.13 00 REVISED FOR APPROVAL 11.27.13 00 SIGNED DEVELOPMENT LENGTHS 01.15.14 00 FOR RECORD / FOR CONSTRUCTION 01.31.14 01 FOR RECORD / FOR CONSTRUCTION 04.10.14 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
SW-01 SW-02 SW-03 SW-04 SW-05 SW-15 SW-16 SW-17 SW-18 SW-08 SW-09 SW-07 SW-06 SW-10 SW-11 SW-12 SW-13 SW-14 SW-19 SW-XX KEY AREA OF SCOPE BY OTHERS NOTE: SW-19 CAGE BY FNA PROVIDES PARTIAL REINFORCEMENT FOR SUPPORTING 2ND. REMAINING REINFORCEMENT BELOW TO BE PROVIDED BY OTHERS. SEE SW-219 FOR STARTING/BOTTOM CAGE IN THIS LOCATION. IN SCOPE ID TAG (SW-01, SW-02, ETC) OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS As indicated 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK KEY PLAN GC 13025 CS-001.01 2 1/4" = 1'-0" 1 CAGE ID PLAN N° Revision: Date: 00 ISSUED FOR APPROVAL 09.24.13 00 REVISED FOR APPROVAL 11.27.13 00 FOR RECORD / FOR CONSTRUCTION 01.31.14 01 FOR RECORD / FOR CONSTRUCTION 04.10.14 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1201 2 SW-1201 3 SW-1201 3 SW-1201 LONGBARS@77/16"O.C. #18 4'-0" 4'-0" 31/8" LONG BARS @ 6 9/16" O.C. #18 53/8" 6TH FLOOR 113' - 6" 3 SW-1201 3 SW-1201 4 SW-1201 4 SW-1201 6 SW-1201 6 SW-1201 5 SW-1201 5 SW-1201 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" TOPLATE 4'-0"3'-103/8" 6TH FLOOR 113' - 6" 2 SW-1201 2 SW-1201 4 SW-1201 4 SW-1201 6 SW-1201 6 SW-1201 5 SW-1201 5 SW-1201 6" 3'-0"1'-6"7'-8" 4'-6"7'-8" 12'-2" TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 COUPLER 01U 17 U 21 U 19 U 20 D 18 D D 10 05U 04D 06D 03U 02D D 12 U 09 15 U 16 D U 11 13 U D 08 14 D 22 D U 07 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW1 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-01 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1201.01 150 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-01 REBAR PLAN SUPPORTING 6TH 1/2" = 1'-0" 2 SW-01_ NORTH SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 3 SW-01_WEST SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 4 SW-01 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 5 SW-01 TOP TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 6 SW-01 COUPLER PLAN @ SUPPORTING 6TH MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-01 _ 03 SAME AS TOP SW-01 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-01 _ SUPPORTING 6TH MISC. TEMPLATE - SW-01 _ 03 SEE CAD FILE 2 118.60 lb 3/8" SW-01 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 52 433.68 lb SW-01 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 22 541.20 lb Grand total 76 1093.48 lb SW-01 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 9' - 2" 125.31 lb 02 D #18 00 None None 1 9' - 2" 125.31 lb 03 U #18 00 None None 1 9' - 2" 125.31 lb 04 D #18 00 None None 1 9' - 2" 125.31 lb 05 U #18 00 None None 1 9' - 2" 125.31 lb 06 D #18 00 None None 1 9' - 2" 125.31 lb 07 U #18 00 None None 1 9' - 2" 125.31 lb 08 D #18 00 None None 1 9' - 2" 125.31 lb 09 U #18 00 None None 1 9' - 2" 125.31 lb 10 D #18 00 None None 1 9' - 2" 125.31 lb 11 U #18 00 None None 1 9' - 2" 125.31 lb 12 D #18 00 None None 1 9' - 2" 125.31 lb 13 U #18 00 None None 1 9' - 2" 125.31 lb 14 D #18 00 None None 1 9' - 2" 125.31 lb 15 U #18 00 None None 1 9' - 2" 125.31 lb 16 D #18 00 None None 1 9' - 2" 125.31 lb 17 U #18 00 None None 1 9' - 2" 125.31 lb 18 D #18 00 None None 1 9' - 2" 125.31 lb 19 U #18 00 None None 1 9' - 2" 125.31 lb 20 D #18 00 None None 1 9' - 2" 125.31 lb 21 U #18 00 None None 1 9' - 2" 125.31 lb 22 D #18 00 None None 1 9' - 2" 125.31 lb Grand total: 22 22 201' - 8" 2756.78 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
3 SW-1202 3 SW-1202 2 SW-1202 2 SW-1202 LONG BARS @ 8 7/8" O.C. #20 67/8" #20 1'-6" 2'-11 1/4" 3" 6TH FLOOR 113' - 6" 3 SW-1202 3 SW-1202 6 SW-1202 6 SW-1202 5 SW-1202 5 SW-1202 4 SW-1202 4 SW-1202 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" 2 SW-1202 2 SW-1202 6 SW-1202 6 SW-1202 5 SW-1202 5 SW-1202 4 SW-1202 4 SW-1202 6" #20 LOCK NUT #20 LOCK NUTTEMPLATE - SW-03 _ 03 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-03 _ 03 #20 COUPLER 01 U 08 D 07 U 06 D D 02 U 03 D 04 U 05 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1202.01 151 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 6TH 1/2" = 1'-0" 2 SW-03_ NORTH SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 3 SW-03_WEST SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 4 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 5 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 6 SW-03 COUPLER PLAN @ SUPPORTING 6TH MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-03 _ 03 SAME AS TOP SW-03 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #20 00 None None 1 9' - 2" 152.90 lb 02 D #20 00 None None 1 9' - 2" 152.90 lb 03 U #20 00 None None 1 9' - 2" 152.90 lb 04 D #20 00 None None 1 9' - 2" 152.90 lb 05 U #20 00 None None 1 9' - 2" 152.90 lb 06 D #20 00 None None 1 9' - 2" 152.90 lb 07 U #20 00 None None 1 9' - 2" 152.90 lb 08 D #20 00 None None 1 9' - 2" 152.90 lb Grand total: 8 8 73' - 4" 1223.20 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 6TH MISC. TEMPLATE - SW-03 _ 03 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 6TH TR 2040 #20 LOCK NUT S355J2G3 24 264.48 lb SW-03 _ SUPPORTING 6TH TR 3006 #20 COUPLER S355J2G3 8 209.60 lb Grand total 34 474.08 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1203 2 SW-1203 3 SW-1203 3 SW-1203 LONG BARS @ 5 3/8" O.C. #18 1'-03/4" #18 1'-4" 1'-6" 1 1/2" 3 SW-1203 3 SW-1203 6 SW-1203 6 SW-1203 5 SW-1203 5 SW-1203 4 SW-1203 4 SW-1203 6" 3'-103/8"4'-35/8" 6TH FLOOR 113' - 6" 2 SW-1203 2 SW-1203 6 SW-1203 6 SW-1203 5 SW-1203 5 SW-1203 4 SW-1203 4 SW-1203 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" TOPLATE 4'-0"3'-103/8" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 #18 COUPLER U 02 D 03 U 04 05 D 01 D 06 U OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1203.01 152 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-05 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 6 SW-05 COUPLER PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-05 _ 01 SW-05 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 9' - 2" 125.31 lb 02 U #18 00 None None 1 9' - 2" 125.31 lb 03 D #18 00 None None 1 9' - 2" 125.31 lb 04 U #18 00 None None 1 9' - 2" 125.31 lb 05 D #18 00 None None 1 9' - 2" 125.31 lb 06 U #18 00 None None 1 9' - 2" 125.31 lb Grand total: 6 6 55' - 0" 751.85 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 6TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 332.12 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1204 2 SW-1204 3 SW-1204 3 SW-1204 LONG BARS @ 6 9/16" O.C. #20 LONGBARS@515/16"O.C. #20 4'-0" 3" 4'-0" 3 SW-1204 3 SW-1204 6 SW-1204 6 SW-1204 5 SW-1204 5 SW-1204 4 SW-1204 4 SW-1204 6" STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" 6TH FLOOR 113' - 6" 2 SW-1204 2 SW-1204 6 SW-1204 6 SW-1204 5 SW-1204 5 SW-1204 4 SW-1204 4 SW-1204 4'-6"4'-8" TOPLATE 4'-0"3'-103/8"1'-35/8" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 COUPLER 01D 02U 24 U 23 D 22 U 21 D 20 U 19 D 03D 04U 05D 06U 07D 18 U 17 D 16 U 15 D 14 U D 13 D 09 U 08 D 11 U 10 U 12 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW6 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-06 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1204.01 153 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-06 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-06_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-06_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-06 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-06 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 6 SW-06 COUPLER PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-06 _ 06 SW-06 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 9' - 2" 152.90 lb 02 U #20 00 None None 1 9' - 2" 152.90 lb 03 D #20 00 None None 1 9' - 2" 152.90 lb 04 U #20 00 None None 1 9' - 2" 152.90 lb 05 D #20 00 None None 1 9' - 2" 152.90 lb 06 U #20 00 None None 1 9' - 2" 152.90 lb 07 D #20 00 None None 1 9' - 2" 152.90 lb 08 U #20 00 None None 1 9' - 2" 152.90 lb 09 D #20 00 None None 1 9' - 2" 152.90 lb 10 U #20 00 None None 1 9' - 2" 152.90 lb 11 D #20 00 None None 1 9' - 2" 152.90 lb 12 U #20 00 None None 1 9' - 2" 152.90 lb 13 D #20 00 None None 1 9' - 2" 152.90 lb 14 U #20 00 None None 1 9' - 2" 152.90 lb 15 D #20 00 None None 1 9' - 2" 152.90 lb 16 U #20 00 None None 1 9' - 2" 152.90 lb 17 D #20 00 None None 1 9' - 2" 152.90 lb 18 U #20 00 None None 1 9' - 2" 152.90 lb 19 D #20 00 None None 1 9' - 2" 152.90 lb 20 U #20 00 None None 1 9' - 2" 152.90 lb 21 D #20 00 None None 1 9' - 2" 152.90 lb 22 U #20 00 None None 1 9' - 2" 152.90 lb 23 D #20 00 None None 1 9' - 2" 152.90 lb 24 U #20 00 None None 1 9' - 2" 152.90 lb Grand total: 24 24 220' - 0" 3669.60 lb SW-06 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-06 _ SUPPORTING 6TH MISC. TEMPLATE - SW-06 _ 06 SEE CAD FILE 2 127.54 lb 3/8" SW-06 _ SUPPORTING 6TH TR 2040 #20 LOCK NUT S355J2G3 56 617.12 lb SW-06 _ SUPPORTING 6TH TR 3006 #20 COUPLER S355J2G3 24 628.80 lb Grand total 82 1373.46 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1205 2 SW-1205 3 SW-1205 3 SW-1205 1'-8 5/8" 1'-65/8" 23/8" LONG BARS @ 6 13/16" O.C. #18 LONGBARS@513/16"O.C. #18 3 SW-1205 3 SW-1205 4 SW-1205 4 SW-1205 6 SW-1205 6 SW-1205 5 SW-1205 5 SW-1205 6" 6TH FLOOR 113' - 6" 2 SW-1205 2 SW-1205 4 SW-1205 4 SW-1205 6 SW-1205 6 SW-1205 5 SW-1205 5 SW-1205 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" TOPLATE 4'-0"3'-10" TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT #18 COUPLER D 04 07 U 06 D 08 D 01 U 02D 03U U 05 TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1205.01 154 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-07_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-07_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-07 COUPLER PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 6 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-07 _ 03 SAME AS TOP SW-07 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 9' - 2" 125.31 lb 02 D #18 00 None None 1 9' - 2" 125.31 lb 03 U #18 00 None None 1 9' - 2" 125.31 lb 04 D #18 00 None None 1 9' - 2" 125.31 lb 05 U #18 00 None None 1 9' - 2" 125.31 lb 06 D #18 00 None None 1 9' - 2" 125.31 lb 07 U #18 00 None None 1 9' - 2" 125.31 lb 08 D #18 00 None None 1 9' - 2" 125.31 lb Grand total: 8 8 73' - 4" 1002.47 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 6TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 24 200.16 lb SW-07 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 8 196.80 lb Grand total 34 417.52 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
3 SW-1206 3 SW-1206 2 SW-1206 2 SW-1206 LONGBARS@115/8"O.C. #18 1' - 4 1/2" #18 4'-6" 2'-0" 33/4" 6TH FLOOR 113' - 6" 3 SW-1206 3 SW-1206 5 SW-1206 5 SW-1206 6 SW-1206 6 SW-1206 4 SW-1206 4 SW-1206 4'-0"3'-10" STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6" 6TH FLOOR 113' - 6" 2 SW-1206 2 SW-1206 5 SW-1206 5 SW-1206 6 SW-1206 6 SW-1206 4 SW-1206 4 SW-1206 1'-6"7'-8" 6" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 COUPLER 01 U 10 U 02D 08 U 04D 05U 06 U 09 D 07 D 03U #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW13 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-13 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1206.01 155 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-13 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-13_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-13_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-13 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-13 COUPLER PLAN @ SUPPORTIN 6TH FLOOR 1/2" = 1'-0" 6 SW-13 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-13 _ 02 SW-13 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 9' - 2" 125.31 lb 02 D #18 00 None None 1 9' - 2" 125.31 lb 03 U #18 00 None None 1 9' - 2" 125.31 lb 04 D #18 00 None None 1 9' - 2" 125.31 lb 05 U #18 00 None None 1 9' - 2" 125.31 lb 06 U #18 00 None None 1 9' - 2" 125.31 lb 07 D #18 00 None None 1 9' - 2" 125.31 lb 08 U #18 00 None None 1 9' - 2" 125.31 lb 09 D #18 00 None None 1 9' - 2" 125.31 lb 10 U #18 00 None None 1 9' - 2" 125.31 lb Grand total: 10 10 91' - 8" 1253.08 lb SW-13 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-13 _ SUPPORTING 6TH MISC. TEMPLATE - SW-13 _ 02 SEE CAD FILE 2 78.26 lb 3/8" SW-13 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 28 233.52 lb SW-13 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 10 246.00 lb Grand total 40 557.78 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1207 13'-03/8"4'-4" 4'-6"9'-2"7'-8" STAGGER 3'-0"1'-6" 5 SW-1207 5 SW-1207 1 SW-1207 1 SW-1207 4 SW-1207 4 SW-1207 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1207 5 SW-1207 5 SW-1207 1 SW-1207 1 SW-1207 4 SW-1207 4 SW-1207 4'-0"6"12'-63/8" TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 LOCK NUT 2 SW-1207 2 SW-1207 3 SW-1207 3 SW-1207 6 9/16"6 9/16"6 9/16"6 9/16"6 9/16"6 9/16" #18 LONGBARS@77/16"O.C. #18 4'-0" 4'-0" 3 1/8" 53/8" #18 COUPLER 01U 17 U 21 U 19 U 20 D 18 D D 10 05U 04D 06D 03U 02D D 12 U 09 15 U 16 D U 11 13 U D 08 14 D 22 D U 07 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW1 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-01 SUP. 8-9TH, 12TH-13TH (ALT.) KF/GC 13025 SW-1207.01 156 SW-01 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH, 12TH - 13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-01 _ SUPPORTING 08TH-09TH, 12TH-13TH MISC. TEMPLATE - SW-01 _ 03 SEE CAD FILE 2 118.60 lb 3/8" SW-01 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 52 433.68 lb SW-01 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 3006 #18 COUPLER S355J2G3 22 541.20 lb Grand total 76 1093.48 lb TEMPLATE - SW-01 _ 03 1/2" = 1'-0" 3 SW-01_ NORTH SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH 1/2" = 1'-0" 2 SW-01_WEST SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 1/2" = 1'-0" 1 SW-01 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12-13TH FLOOR 1/2" = 1'-0" 5 SW-01 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12-13TH FLOOR 1/2" = 1'-0" 6 SW-01 REBAR PLAN SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 4 SW-01 COUPLER PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH SW-01 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 07 U #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb 09 U #18 00 None None 1 18' - 4" 250.62 lb 10 D #18 00 None None 1 18' - 4" 250.62 lb 11 U #18 00 None None 1 18' - 4" 250.62 lb 11 U #18 00 None None 1 18' - 4" 250.62 lb 12 D #18 00 None None 1 18' - 4" 250.62 lb 13 U #18 00 None None 1 18' - 4" 250.62 lb 14 D #18 00 None None 1 18' - 4" 250.62 lb 15 U #18 00 None None 1 18' - 4" 250.62 lb 16 D #18 00 None None 1 18' - 4" 250.62 lb 17 U #18 00 None None 1 18' - 4" 250.62 lb 18 D #18 00 None None 1 18' - 4" 250.62 lb 19 U #18 00 None None 1 18' - 4" 250.62 lb 20 D #18 00 None None 1 18' - 4" 250.62 lb 21 U #18 00 None None 1 18' - 4" 250.62 lb 22 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 23 23 421' - 8" 5764.18 lb 2X (2 X TYP.)(2 X TYP.)(2 X TYP.)(2 X TYP.) (2 X TYP.) (2 X TYP.)
2 SW-1208 2 SW-1208 3 SW-1208 3 SW-1208 2'-11 1/4" 1'-6" LONG BARS @ 8 7/8" O.C. #20 67/8" #20 55/8" 3" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1208 6 SW-1208 6 SW-1208 5 SW-1208 5 SW-1208 4 SW-1208 4 SW-1208 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1208 6 SW-1208 6 SW-1208 5 SW-1208 5 SW-1208 4 SW-1208 4 SW-1208 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" #20 LOCK NUT #20 LOCK NUTTEMPLATE - SW-03 _ 03 #20 LOCK NUT #20 LOCK NUTTEMPLATE - SW-03 _ 03 #20 COUPLER 01 U 08 D 07 U 06 D D 02 U 03 D 04 U 05 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1208.01 157 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 2 SW-03_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-03_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-03 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-03 _ 03 SW-03 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #20 00 None None 1 18' - 4" 305.80 lb 02 D #20 00 None None 1 18' - 4" 305.80 lb 03 U #20 00 None None 1 18' - 4" 305.80 lb 04 D #20 00 None None 1 18' - 4" 305.80 lb 05 U #20 00 None None 1 18' - 4" 305.80 lb 06 D #20 00 None None 1 18' - 4" 305.80 lb 07 U #20 00 None None 1 18' - 4" 305.80 lb 08 D #20 00 None None 1 18' - 4" 305.80 lb Grand total: 8 8 146' - 8" 2446.40 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-03 _ 03 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 08TH-09TH TR 2040 #20 LOCK NUT S355J2G3 24 264.48 lb SW-03 _ SUPPORTING 08TH-09TH TR 3006 #20 COUPLER S355J2G3 8 209.60 lb Grand total 34 474.08 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1209 2 SW-1209 3 SW-1209 3 SW-1209 LONG BARS @ 5 3/8" O.C. #18 1'-03/4" #18 1'-6" 1'-4" 11/2" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1209 5 SW-1209 5 SW-1209 6 SW-1209 6 SW-1209 4 SW-1209 4 SW-1209 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1209 5 SW-1209 5 SW-1209 6 SW-1209 6 SW-1209 4 SW-1209 4 SW-1209 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"9'-2"7'-8" 4'-0"13'-0" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 U 02 D 03 U 04 05 D 01 D 06 U #18 COUPLER #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1209.01 158 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-05 REBAR PLAN SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-05 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-05 _ 01 SW-05 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 08TH-09TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 08TH-09TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 332.12 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1210 6 SW-1210 6 SW-1210 5 SW-1210 5 SW-1210 4 SW-1210 4 SW-1210 12'-6"4'-10" 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" 2 SW-1210 6 SW-1210 6 SW-1210 5 SW-1210 5 SW-1210 4 SW-1210 4 SW-1210 6" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 TEMPLATE - SW-06 _ 06 #20 LOCK NUT #20 LOCK NUT 02U 24 U 23 D 22 U 21 D 20 U 19 D 03D 04U 05D 06U 07D 18 U 17 D 16 U 15 D 14 U D 13 D 09 U 08 D 11 U 10 U 12 01 D #20 COUPLER 3 SW-1210 3 SW-1210 2 SW-1210 2 SW-1210 LONGBARS@515/16"O.C. #20 LONG BARS @ 6 9/16" O.C. #20 4'-0" 4'-0" 3" 3" OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW6 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-06 SUP. 8TH-9TH & 12TH-13TH (ALT.) KF/GC 13025 SW-1210.01 159 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-06_ NORTH SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 3 SW-06_WEST SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 4 SW-06 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 5 SW-06 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 6 SW-06 COUPLER PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR TEMPLATE - SW-06 _ 06 SAME AS TOP SW-06 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 18' - 4" 305.80 lb 02 U #20 00 None None 1 18' - 4" 305.80 lb 03 D #20 00 None None 1 18' - 4" 305.80 lb 04 U #20 00 None None 1 18' - 4" 305.80 lb 05 D #20 00 None None 1 18' - 4" 305.80 lb 06 U #20 00 None None 1 18' - 4" 305.80 lb 07 D #20 00 None None 1 18' - 4" 305.80 lb 08 U #20 00 None None 1 18' - 4" 305.80 lb 09 D #20 00 None None 1 18' - 4" 305.80 lb 10 U #20 00 None None 1 18' - 4" 305.80 lb 11 D #20 00 None None 1 18' - 4" 305.80 lb 12 U #20 00 None None 1 18' - 4" 305.80 lb 13 D #20 00 None None 1 18' - 4" 305.80 lb 14 U #20 00 None None 1 18' - 4" 305.80 lb 15 D #20 00 None None 1 18' - 4" 305.80 lb 16 U #20 00 None None 1 18' - 4" 305.80 lb 17 D #20 00 None None 1 18' - 4" 305.80 lb 18 U #20 00 None None 1 18' - 4" 305.80 lb 19 D #20 00 None None 1 18' - 4" 305.80 lb 20 U #20 00 None None 1 18' - 4" 305.80 lb 21 D #20 00 None None 1 18' - 4" 305.80 lb 22 U #20 00 None None 1 18' - 4" 305.80 lb 23 D #20 00 None None 1 18' - 4" 305.80 lb 24 U #20 00 None None 1 18' - 4" 305.80 lb Grand total: 24 24 440' - 0" 7339.20 lb SW-06 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-06 _ SUPPORTING 8TH-9TH, 12TH-13TH MISC. TEMPLATE - SW-06 _ 06 SEE CAD FILE 2 127.54 lb 3/8" SW-06 _ SUPPORTING 8TH-9TH, 12TH-13TH TR 2040 #20 LOCK NUT S355J2G3 56 617.12 lb SW-06 _ SUPPORTING 8TH-9TH, 12TH-13TH TR 3006 #20 COUPLER S355J2G3 24 628.80 lb Grand total 82 1373.46 lb 1/2" = 1'-0" 1 SW-06 REBAR PLAN SUPPORTING 8TH-9TH, 12TH-13TH FLOORS NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 2X (2 X TYP.)(2 X TYP.)(2 X TYP.)(2 X TYP.) (2 X TYP.) (2 X TYP.)
8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1211 4 SW-1211 4 SW-1211 5 SW-1211 5 SW-1211 6 SW-1211 6 SW-1211 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1211 4 SW-1211 4 SW-1211 5 SW-1211 5 SW-1211 6 SW-1211 6 SW-1211 6" 4'-0" TOPLATE 13'-0" TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 #18 COUPLER D 04 07 U 06 D 08 D 01 U 02D 03U U 05 3 SW-1211 3 SW-1211 2 SW-1211 2 SW-1211 LONG BARS @ 6 13/16" O.C. #18 LONGBARS@513/16"O.C. #18 1'-8 5/8" 1'-6" 23/8" OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1211.01 160 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES SW-07 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 07 U #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 8 8 146' - 8" 2004.93 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 08TH-09TH TR 2040 #18 LOCK NUT S355J2G3 24 200.16 lb SW-07 _ SUPPORTING 08TH-09TH TR 3006 #18 COUPLER S355J2G3 8 196.80 lb Grand total 34 417.52 lb 1/2" = 1'-0" 2 SW-07_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-07_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-07 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR TEMPLATE - SW-07 _ 03 SAME AS TOP 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 8TH - 9TH FLOOR NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1212 2 SW-1212 3 SW-1212 3 SW-1212 LONGBARS@6"O.C. #18 1'-8" 2'-0" 2 7/8" 27/8" 1' - 4" #18 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1212 3 SW-1212 6 SW-1212 6 SW-1212 4 SW-1212 4 SW-1212 4'-8" 4'-0" TOPLATE 9'-8"3'-21/4" 7 SW-1212 7 SW-1212 6" 4'-6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1212 2 SW-1212 6 SW-1212 6 SW-1212 4 SW-1212 4 SW-1212 7 SW-1212 7 SW-1212 12'-101/4" TOPLATE 4'-53/4" 3'-0"1'-6" 4'-6" #18 LOCK NUT TEMPLATE - SW-12 _ 03 U 04 02U D 03 05 D 01U 06 U #18 COUPLER #18 LOCK NUT #18 LOCK NUTTEMPLATE - SW-12 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW12 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-12 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1212.01 161 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-12 REBAR PLAN SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 2 SW-12_ NORTH SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 3 SW-12_WEST SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 4 SW-12 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 6 SW-12 COUPLER PLAN @ SUPPORTING 8TH - 9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 7 SW-12 TOP TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR TEMPLATE - SW-12 _ 03 SW-12 - REBAR SCHEDULE - @ SUPPORTING 8TH - 9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-12 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-12 _ SUPPORTING 8TH-9TH MISC. TEMPLATE - SW-12 _ 03 SEE CAD FILE 2 26.40 lb 3/8" SW-12 _ SUPPORTING 8TH-9TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-12 _ SUPPORTING 8TH-9TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 340.80 lb SAME AS TOP NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1213 6 SW-1213 6 SW-1213 5 SW-1213 5 SW-1213 4 SW-1213 4 SW-1213 1'-6"16'-10" 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1213 6 SW-1213 6 SW-1213 5 SW-1213 5 SW-1213 4 SW-1213 4 SW-1213 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6" 4'-0"13'-0" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 01U 10 U 02D 08 U 04D 05U 06 U 09 D 07 D 03U #18 COUPLER 2 SW-1213 2 SW-1213 3 SW-1213 3 SW-1213 4'-6" 33/4" 1' - 4 1/2" #18 LONGBARS@115/8"O.C. #18 2'-0" OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW13 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-13 SUPP. 8-9TH, 12-13TH (ALT.) KF/GC 13025 SW-1213.01 162 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 1/2" = 1'-0" 2 SW-13_ NORTH SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 3 SW-13_WEST SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 4 SW-13 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 5 SW-13 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 6 SW-13 COUPLER PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 1 SW-13 REBAR PLAN SUPPORTING 8TH-9TH, 12TH-13TH FLOORS SW-13 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb 07 D #18 00 None None 1 18' - 4" 250.62 lb 08 U #18 00 None None 1 18' - 4" 250.62 lb 09 D #18 00 None None 1 18' - 4" 250.62 lb 10 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 10 10 183' - 4" 2506.17 lb SW-13 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-13 _ SUPPORTING 08TH-09TH, 12TH-13TH MISC. TEMPLATE - SW-13 _ 02 SEE CAD FILE 4 156.52 lb 3/8" SW-13 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 56 467.04 lb SW-13 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 3006 #18 COUPLER S355J2G3 20 492.00 lb Grand total 80 1115.56 lb TEMPLATE - SW-13 _ 02 2X (2 X TYP.)(2 X TYP.)(2 X TYP.)(2 X TYP.) (2 X TYP.) (2 X TYP.) N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1214 2 SW-1214 3 SW-1214 3 SW-1214 4'-0" 4'-0" 3" 5 5/8" #20 1' - 4 15/16" #20 3' - 3 1/2" #20 115/16" #20 LONGBARS@55/8"O.C. #202'-0" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1214 6 SW-1214 6 SW-1214 5 SW-1214 5 SW-1214 4 SW-1214 4 SW-1214 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1214 6 SW-1214 6 SW-1214 5 SW-1214 5 SW-1214 4 SW-1214 4 SW-1214 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6" 4'-0"13'-0" TEMPLATE - SW-14 _ 02 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-14 _ 02 #20 LOCK NUT #20 LOCK NUT 17 U 16 D 15 U 06U U 07 D 08 D 10 14 U 13 D U 09 11 D 18 D 03U 12 U04D 05U 02D 01D #20 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW14 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-14 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1214.01 163 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 1/2" = 1'-0" 1 SW-14 REBAR PLAN SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 2 SW-14_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-14_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-14 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-14 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-14 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR SW-14 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-14 _ SUPPORTING 8TH - 9TH MISC. TEMPLATE - SW-14 _ 02 SEE CAD FILE 2 97.54 lb 3/8" SW-14 _ SUPPORTING 8TH - 9TH TR 2040 #20 LOCK NUT S355J2G3 44 484.88 lb SW-14 _ SUPPORTING 8TH - 9TH TR 3006 #20 COUPLER S355J2G3 18 471.60 lb Grand total 64 1054.02 lb SW-14 - REBAR SCHEDULE - @ SUPPORTING 8TH - 9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 18' - 4" 305.80 lb 02 D #20 00 None None 1 18' - 4" 305.80 lb 03 U #20 00 None None 1 18' - 4" 305.80 lb 04 D #20 00 None None 1 18' - 4" 305.80 lb 05 U #20 00 None None 1 18' - 4" 305.80 lb 06 U #20 00 None None 1 18' - 4" 305.80 lb 07 U #20 00 None None 1 18' - 4" 305.80 lb 08 D #20 00 None None 1 18' - 4" 305.80 lb 09 U #20 00 None None 1 18' - 4" 305.80 lb 10 D #20 00 None None 1 18' - 4" 305.80 lb 11 D #20 00 None None 1 18' - 4" 305.80 lb 12 U #20 00 None None 1 18' - 4" 305.80 lb 13 D #20 00 None None 1 18' - 4" 305.80 lb 14 U #20 00 None None 1 18' - 4" 305.80 lb 15 U #20 00 None None 1 18' - 4" 305.80 lb 16 D #20 00 None None 1 18' - 4" 305.80 lb 17 U #20 00 None None 1 18' - 4" 305.80 lb 18 D #20 00 None None 1 18' - 4" 305.80 lb Grand total: 18 18 330' - 0" 5504.40 lb TEMPLATE - SW-14 _ 02 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1215 2 SW-1215 3 SW-1215 3 SW-1215 2'-0" 2'-51/2" 15/8" LONGBARS@1'-0"O.C. #18 1' - 6 1/2" #18 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1215 6 SW-1215 6 SW-1215 5 SW-1215 5 SW-1215 4 SW-1215 4 SW-1215 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1215 6 SW-1215 6 SW-1215 5 SW-1215 5 SW-1215 4 SW-1215 4 SW-1215 4'-6"9'-2"4'-8" 3'-10"12'-8" #18 LOCK NUT TEMPLATE - SW-19 _ 01 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-19 _ 01 01 U 06 U 02U 05 U 03U 04 U #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW19 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-19 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1215.01 164 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-19 REBAR PLAN SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 2 SW-19_WEST SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 3 SW-19_ NORTH SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 4 SW-19 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 5 SW-19 TOP TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 6 SW-19 COUPLER PLAN @ SUPPORTING 8TH - 9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-19 _ 01 SW-19 - REBAR SCHEDULE - @ SUPPORTING 8TH - 9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-19 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-19 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-19 _ 01 SEE CAD FILE 2 34.16 lb 3/8" SW-19 _ SUPPORTING 08TH-09TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-19 _ SUPPORTING 08TH-09TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 348.56 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
3 SW-1216 3 SW-1216 2 SW-1216 2 SW-1216 LONGBARS@77/16"O.C. #18 31/8" 4'-0" 4'-0" 53/8" LONG BARS @ 6 9/16" O.C. #18 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1216 4 SW-1216 4 SW-1216 5 SW-1216 5 SW-1216 6 SW-1216 6 SW-1216 STAGGER 3'-0"10'-8"5'-11"3'-0" 4'-0" TOPLATE 13'-93/8" 4'-6"9'-2"8'-11" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1216 4 SW-1216 4 SW-1216 5 SW-1216 5 SW-1216 6 SW-1216 6 SW-1216 6" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 COUPLER 01 U 17 U 22 D 20 D 21 U 19 U U 09 05U 04D 06D 03U 02D D 12 D 08 15 U 16 D D 10 13 U U 07 14 D 18 D U 11 U 11 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW1 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-01 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1216.01 165 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-01 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-01_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-01_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-01 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-01 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-01 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-01 _ 03 SAME AS TOP SW-01 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 D #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 D #18 00 None None 1 19' - 7" 267.70 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 D #18 00 None None 1 19' - 7" 267.70 lb 07 U #18 00 None None 1 19' - 7" 267.70 lb 08 D #18 00 None None 1 19' - 7" 267.70 lb 09 U #18 00 None None 1 19' - 7" 267.70 lb 10 D #18 00 None None 1 19' - 7" 267.70 lb 11 U #18 00 None None 1 19' - 7" 267.70 lb 12 D #18 00 None None 1 19' - 7" 267.70 lb 13 U #18 00 None None 1 19' - 7" 267.70 lb 14 D #18 00 None None 1 19' - 7" 267.70 lb 15 U #18 00 None None 1 19' - 7" 267.70 lb 16 D #18 00 None None 1 19' - 7" 267.70 lb 17 U #18 00 None None 1 19' - 7" 267.70 lb 18 D #18 00 None None 1 19' - 7" 267.70 lb 19 U #18 00 None None 1 19' - 7" 267.70 lb 20 D #18 00 None None 1 19' - 7" 267.70 lb 21 U #18 00 None None 1 19' - 7" 267.70 lb 22 D #18 00 None None 1 19' - 7" 267.70 lb Grand total: 22 22 430' - 10" 5889.49 lb SW-01 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-01 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-01 _ 03 SEE CAD FILE 2 118.60 lb 3/8" SW-01 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 52 433.68 lb SW-01 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 22 541.20 lb Grand total 76 1093.48 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1217 2 SW-1217 3 SW-1217 3 SW-1217 1'-6" 2'-11 1/4" LONG BARS @ 8 7/8" O.C. #20 67/8" #20 55/8" 3" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1217 4 SW-1217 4 SW-1217 6 SW-1217 6 SW-1217 5 SW-1217 5 SW-1217 7 SW-1217 7 SW-1217 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1217 4 SW-1217 4 SW-1217 6 SW-1217 6 SW-1217 5 SW-1217 5 SW-1217 7 SW-1217 7 SW-1217 TEMPLATE - SW-03 _ 04 TEMPLATE - SW-03 _ 03 4'-6"9'-2"8'-11" STAGGER 3'-0"1'-6"15'-1"3'-0" 1'-0"2'-01/2"12'-01/2"4'-6" #20 ANCHOR #20 -- #18 TRANSITION COUPLER 01U 08 D 07 U 06 D 02D U 03 D 04 U 05 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-03 _ 03 #20 LOCK NUT TEMPLATE - SW-03 _ 04 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-03 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1217.01 166 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-03_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-03_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-03 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 7 SW-03 MID. TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR TEMPLATE - SW-03 _ 03TEMPLATE - SW-03 _ 04 SAME AS BOTTOM SW-03 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #20 00 None None 1 19' - 7" 326.65 lb 02 D #20 00 None None 1 19' - 7" 326.65 lb 03 U #20 00 None None 1 14' - 11 1/2" 249.51 lb 04 D #20 00 None None 1 19' - 7" 326.65 lb 05 U #20 00 None None 1 19' - 7" 326.65 lb 06 D #20 00 None None 1 19' - 7" 326.65 lb 07 U #20 00 None None 1 14' - 11 1/2" 249.51 lb 08 D #20 00 None None 1 19' - 7" 326.65 lb Grand total: 8 8 147' - 5" 2458.91 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-03 _ 03 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-03 _ 04 SEE CAD FILE 1 0.00 lb 3/8" SW-03 _ SUPPORTING 10TH-11TH TR 2040 #20 LOCK NUT S355J2G3 34 374.68 lb SW-03 _ SUPPORTING 10TH-11TH TR 2073 #20 ANCHOR S355J2G3 2 38.18 lb SW-03 _ SUPPORTING 10TH-11TH TR 3006 #20 -- #18 TRANSITION COUPLER S355J2G3-T 6 157.20 lb Grand total 45 570.06 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1218 6 SW-1218 6 SW-1218 5 SW-1218 5 SW-1218 4 SW-1218 4 SW-1218 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1218 6 SW-1218 6 SW-1218 5 SW-1218 5 SW-1218 4 SW-1218 4 SW-1218 TOPLATE 14'-3"4'-4" STAGGER 3'-0"1'-6"9'-2"5'-11"3'-0" 4'-6"18'-1" #18 LOCK NUT TEMPLATE - SW-05 _ 01 #18 LOCK NUT TEMPLATE - SW-05 _ 01 U 02 D 03 U 04 05 D 01 D 06 U #18 COUPLER LONG BARS @ 5 3/8" O.C. #18 1'-03/4" #18 1'-4" 11/2" 2 SW-1218 2 SW-1218 3 SW-1218 3 SW-1218 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1218.01 167 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-05 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR TEMPLATE - SW-05 _ 01 SAME AS TOP SW-05 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 19' - 7" 267.70 lb 02 U #18 00 None None 1 19' - 7" 267.70 lb 03 D #18 00 None None 1 19' - 7" 267.70 lb 04 U #18 00 None None 1 19' - 7" 267.70 lb 05 D #18 00 None None 1 19' - 7" 267.70 lb 06 U #18 00 None None 1 19' - 7" 267.70 lb Grand total: 6 6 117' - 6" 1606.23 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 332.12 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 1/2" = 1'-0" 1 SW-05 REBAR PLAN SUPPORTING 10TH-11TH FLOOR
2 SW-1219 2 SW-1219 3 SW-1219 3 SW-1219 LONG BARS @ 6 9/16" O.C. #20 LONGBARS@515/16"O.C. #20 4'-0" 4'-0" 3" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1219 6 SW-1219 6 SW-1219 5 SW-1219 5 SW-1219 4 SW-1219 4 SW-1219 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1219 6 SW-1219 6 SW-1219 5 SW-1219 5 SW-1219 4 SW-1219 4 SW-1219 4'-0" TOPLATE 13'-93/8" 3'-0"1'-6"9'-2"5'-11"3'-0" 4'-6"18'-1" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 COUPLER 01 D 02U 24 U 23 D 22 U 21 D 20 U 19 D 03D 04U 05D 06U 07D 18 U 17 D 16 U 15 D 14 U D 13 D 09 U 08 D 11 U 12 U 10 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW6 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-06 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1219.01 168 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-06 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-06_WEST SECTION @ SUPPORTING 10TH-11TH FLOORS 1/2" = 1'-0" 3 SW-06_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-06 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-06 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-06 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-06 _ 06 SW-06 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-06 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-06 _ 06 SEE CAD FILE 2 127.54 lb 3/8" SW-06 _ SUPPORTING 10TH-11TH TR 2040 #20 LOCK NUT S355J2G3 56 617.12 lb SW-06 _ SUPPORTING 10TH-11TH TR 3006 #20 COUPLER S355J2G3 24 628.80 lb Grand total 82 1373.46 lb SW-06 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 19' - 7" 326.65 lb 02 U #20 00 None None 1 19' - 7" 326.65 lb 03 D #20 00 None None 1 19' - 7" 326.65 lb 04 U #20 00 None None 1 19' - 7" 326.65 lb 05 D #20 00 None None 1 19' - 7" 326.65 lb 06 U #20 00 None None 1 19' - 7" 326.65 lb 07 D #20 00 None None 1 19' - 7" 326.65 lb 08 U #20 00 None None 1 19' - 7" 326.65 lb 09 D #20 00 None None 1 19' - 7" 326.65 lb 10 U #20 00 None None 1 19' - 7" 326.65 lb 11 D #20 00 None None 1 19' - 7" 326.65 lb 12 U #20 00 None None 1 19' - 7" 326.65 lb 13 D #20 00 None None 1 19' - 7" 326.65 lb 14 U #20 00 None None 1 19' - 7" 326.65 lb 15 D #20 00 None None 1 19' - 7" 326.65 lb 16 U #20 00 None None 1 19' - 7" 326.65 lb 17 D #20 00 None None 1 19' - 7" 326.65 lb 18 U #20 00 None None 1 19' - 7" 326.65 lb 19 D #20 00 None None 1 19' - 7" 326.65 lb 20 U #20 00 None None 1 19' - 7" 326.65 lb 21 D #20 00 None None 1 19' - 7" 326.65 lb 22 U #20 00 None None 1 19' - 7" 326.65 lb 23 D #20 00 None None 1 19' - 7" 326.65 lb 24 U #20 00 None None 1 19' - 7" 326.65 lb Grand total: 24 24 470' - 0" 7839.60 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1220 2 SW-1220 3 SW-1220 3 SW-1220 1'-8 5/8" 1'-65/8" LONG BARS @ 6 13/16" O.C. #18 23/8" 2 3/8" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1220 4 SW-1220 4 SW-1220 6 SW-1220 6 SW-1220 5 SW-1220 5 SW-1220 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1220 4 SW-1220 4 SW-1220 6 SW-1220 6 SW-1220 5 SW-1220 5 SW-1220 14'-3"4'-4" 1'-10"4'-6"9'-2"5'-11"3'-0" BAR PASSES THROUGH TEMPLATE ABOVE Ld 6'-4" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 D 04 07 U 06 D 08 D 01 U 02D 03U U 05 #18 COUPLER #18 LOCK NUT #18 LOCK NUTTEMPLATE - SW-07 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUPPORTING 10TH-11TH (ALT.) KF/GC 13025 SW-1220.01 169 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-07_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-07_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-07 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-07 _ 03 SW-07 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 D #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 D #18 00 None None 1 24' - 5" 333.78 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 D #18 00 None None 1 19' - 7" 267.70 lb 07 U #18 00 None None 1 19' - 7" 267.70 lb 08 D #18 00 None None 1 24' - 5" 333.78 lb Grand total: 8 8 166' - 4" 2273.78 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 24 200.16 lb SW-07 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 32 368.32 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 5 SW-1221 5 SW-1221 6 SW-1221 6 SW-1221 4 SW-1221 4 SW-1221 3 SW-1221 3 SW-1221 4'-6" 6" Ld 6'-10" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 5 SW-1221 5 SW-1221 6 SW-1221 6 SW-1221 4 SW-1221 4 SW-1221 2 SW-1221 2 SW-1221 13'-8"8'-11" 3'-0"1'-6" 6" 3 SW-1221 3 SW-1221 2 SW-1221 2 SW-1221 1' - 4" #18 LONGBARS@6"O.C. #18 2'-0" 1'-8" 27/8" 2 7/8" #18 LOCK NUT TEMPLATE - SW-12 _ 03 #18 LOCK NUT U 04 02U D 03 05 D 01U 06 U #18 LOCK NUT #18 LOCK NUTTEMPLATE - SW-12 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW12 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-12 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1221.01 170 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 2 SW-12_WEST SECTION @ SUPPORTING 10TH FLOOR 1/2" = 1'-0" 3 SW-12_ NORTH SECTION @ SUPPORTING 10TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 1 SW-12 REBAR PLAN SUPPORTING 10TH FLOOR 1/2" = 1'-0" 4 SW-12 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH FLOOR 1/2" = 1'-0" 5 SW-12 COUPLER PLAN @ SUPPORTING 10TH FLOOR 1/2" = 1'-0" 6 SW-12 TOP TEMPLATE PLAN @ SUPPORTING 10TH FLOOR TEMPLATE - SW-12 _ 03 SAME AS TOP SW-12 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH - 11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-12 _ SUPPORTING 10TH - 11TH MISC. TEMPLATE - SW-12 _ 03 SEE CAD FILE 2 26.40 lb 3/8" SW-12 _ SUPPORTING 10TH - 11TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-12 _ SUPPORTING 10TH - 11TH TR 3006 #18 COUPLER S355J2G3 3 73.80 lb Grand total 25 267.00 lb SW-12 - REBAR SCHEDULE - @ SUPPORTING 10TH - 11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 21' - 11" 299.60 lb 02 U #18 00 None None 1 19' - 7" 267.70 lb 03 D #18 00 None None 1 19' - 7" 267.70 lb 04 U #18 00 None None 1 19' - 7" 267.70 lb 05 D #18 00 None None 1 24' - 11" 340.61 lb 06 U #18 00 None None 1 21' - 11" 299.60 lb Grand total: 6 6 127' - 6" 1742.93 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1222 2 SW-1222 3 SW-1222 3 SW-1222 1' - 4 1/2" #18 LONGBARS@115/8"O.C. #18 4'-6" 33/4" 2'-0" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1222 6 SW-1222 6 SW-1222 5 SW-1222 5 SW-1222 4 SW-1222 4 SW-1222 6"9'-2"4'-7"4'-4" 1'-6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1222 6 SW-1222 6 SW-1222 5 SW-1222 5 SW-1222 4 SW-1222 4 SW-1222 STAGGER 3'-0"10'-8"5'-11"3'-0" 13'-8"8'-11" 4'-0" TOPLATE 14'-3" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 COUPLER 01U 10 U 02D 08 U 04D 05U 06 U 09 D 07 D 03U OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW13 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-13 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1222.01 171 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-13 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-13_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-13_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-13 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-13 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-13 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-13 _ 02 SW-13 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH FLOOR MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 D #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 D #18 00 None None 1 19' - 7" 267.70 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 U #18 00 None None 1 19' - 7" 267.70 lb 07 D #18 00 None None 1 19' - 7" 267.70 lb 08 U #18 00 None None 1 19' - 7" 267.70 lb 09 D #18 00 None None 1 19' - 7" 267.70 lb 10 U #18 00 None None 1 19' - 7" 267.70 lb Grand total: 10 10 195' - 10" 2677.04 lb SW-13 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH FLOOR MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-13 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-13 _ 02 SEE CAD FILE 2 78.26 lb 3/8" SW-13 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 28 233.52 lb SW-13 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 10 246.00 lb Grand total 40 557.78 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
3 SW-1223 3 SW-1223 2 SW-1223 2 SW-1223 4'-0" 4'-0" 3" 115/16" #20 LONGBARS@55/8"O.C. #20 115/16" #20 5 5/8" #20 1' - 4 15/16" #20 3' - 3 1/2" #20 2'-0" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1223 5 SW-1223 5 SW-1223 6 SW-1223 6 SW-1223 4 SW-1223 4 SW-1223 4'-0" TOPLATE 14'-3" 6" Ld 6'-10" ALLOW BARS TO PASS THROUGH TEMPLATE WHERE NECESSARY 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1223 5 SW-1223 5 SW-1223 6 SW-1223 6 SW-1223 4 SW-1223 4 SW-1223 8'-11" STAGGER 3'-0"1'-6"9'-2"5'-11"3'-0" 4'-6" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-14 _ 02 17 U D 16 15 U 06U U 07 D 08 D 10 14 U 13 D U 09 11 D 18 D 03U 12 U04D 05U 02D 01 D #20 -- #18 TRANSITION COUPLER #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-14 _ 02 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW14 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-14 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1223.01 172 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-14 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-14_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-14_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-14 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-14 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-14 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-14 _ 02 SW-14 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 19' - 7" 326.65 lb 02 D #20 00 None None 1 19' - 7" 326.65 lb 03 U #20 00 None None 1 21' - 11" 365.57 lb 04 D #20 00 None None 1 24' - 11" 415.61 lb 05 U #20 00 None None 1 19' - 7" 326.65 lb 06 U #20 00 None None 1 19' - 7" 326.65 lb 07 U #20 00 None None 1 19' - 7" 326.65 lb 08 D #20 00 None None 1 19' - 7" 326.65 lb 09 U #20 00 None None 1 19' - 7" 326.65 lb 10 D #20 00 None None 1 19' - 7" 326.65 lb 11 D #20 00 None None 1 19' - 7" 326.65 lb 12 U #20 00 None None 1 21' - 11" 365.57 lb 13 D #20 00 None None 1 24' - 11" 415.61 lb 14 U #20 00 None None 1 19' - 7" 326.65 lb 15 U #20 00 None None 1 19' - 7" 326.65 lb 16 D #20 00 None None 1 19' - 7" 326.65 lb 17 U #20 00 None None 1 19' - 7" 326.65 lb 18 D #20 00 None None 1 19' - 7" 326.65 lb Grand total: 18 18 367' - 10" 6135.46 lb SW-14 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-14 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-14 _ 02 SEE CAD FILE 2 97.54 lb 3/8" SW-14 _ SUPPORTING 10TH-11TH TR 2040 #20 LOCK NUT S355J2G3 44 484.88 lb SW-14 _ SUPPORTING 10TH-11TH TR 3006 #20 -- #18 TRANSITION COUPLER S355J2G3-T 14 366.80 lb Grand total 60 949.22 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1224 2 SW-1224 3 SW-1224 3 SW-1224 2'-51/2" 1' - 6 1/2" #18 LONGBARS@1'-0"O.C. #18 15/8" 2'-0" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1224 3 SW-1224 6 SW-1224 6 SW-1224 5 SW-1224 5 SW-1224 4 SW-1224 4 SW-1224 19'-7" 4'-6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1224 2 SW-1224 6 SW-1224 6 SW-1224 5 SW-1224 5 SW-1224 4 SW-1224 4 SW-1224 19'-7" 4'-6" 8" #18 LOCK NUT TEMPLATE - SW-19 _ 01#18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-19 _ 01 01U 06 U 02U 05 U 03U 04 U #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW19 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-19 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1224.01 173 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-19 REBAR PLAN SUPPORTING SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 2 SW-19_WEST SECTION @ SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 3 SW-19_ NORTH SECTION @ SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 4 SW-19 BOTTOM TEMPLATE PLAN @ SUPPORTING SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 5 SW-19 TOP TEMPLATE PLAN @ SUPPORTING SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 6 SW-19 COUPLER PLAN @ SUPPORTING SUPPORTING 10TH - 11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-19 _ 01 SW-19 - REBAR SCHEDULE - @ SUPPORTING 10TH -11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 U #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 U #18 00 None None 1 19' - 7" 267.70 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 U #18 00 None None 1 19' - 7" 267.70 lb Grand total: 6 6 117' - 6" 1606.23 lb SW-19 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-19 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-19 _ 01 SEE CAD FILE 2 34.16 lb 3/8" SW-19 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-19 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 348.56 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
2 SW-1225 2 SW-1225 3 SW-1225 3 SW-1225 8 7/8" #18 67/8" #18 67/8" #18 2'-11 1/4" 1'-6" 3 1/8" 1' - 5 13/16" #18 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1225 5 SW-1225 5 SW-1225 6 SW-1225 6 SW-1225 4 SW-1225 4 SW-1225 4'-31/2" 3'-0"1'-6"13'-10"3'-0" 4'-6"9'-2"7'-8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1225 5 SW-1225 5 SW-1225 6 SW-1225 6 SW-1225 4 SW-1225 4 SW-1225 6" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-03 _ 04 01 U 08 D 06 D D 02 D 04 U 05 #18 COUPLER #18 LOCK NUT TEMPLATE - SW-03 _ 04 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 12TH - 13TH (ALT.) KF/GC 13025 SW-1225.01 174 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 2 SW-03_ NORTH SECTION @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 3 SW-03_WEST SECTION @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 4 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 5 SW-03 COUPLER PLAN @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 6 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 12TH - 13TH FLOORS MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-03 _ 04 SAME AS TOP SW-03 - REBAR SCHEDULE - @ SUPPORTING 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 12TH-13TH MISC. TEMPLATE - SW-03 _ 04 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-03 _ SUPPORTING 12TH-13TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 314.40 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1226 5 SW-1226 5 SW-1226 6 SW-1226 6 SW-1226 4 SW-1226 4 SW-1226 13'-0" TOPLATE 4'-4" STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1226 5 SW-1226 5 SW-1226 6 SW-1226 6 SW-1226 4 SW-1226 4 SW-1226 ALLOW BARS TO PASS FROM BELOW Ld 6'-10" 6" #18 LOCK NUT TEMPLATE - SW-05 _ 01 U 02 D 03 U 04 01 D 06 U 05 D #18 LOCK NUT TEMPLATE - SW-05 _ 01 2 SW-1226 2 SW-1226 3 SW-1226 3 SW-1226 LONG BARS @ 5 3/8" O.C. #18 1' - 4" 1'-6" 1'-03/4" #18 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 12TH - 13TH (ALT.) KF/GC 13025 SW-1226.01 175 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 5 SW-05 COUPLER PLAN @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 6 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 12TH-13TH FLOOR SAME AS TOP TEMPLATE - SW-05 _ 01 SW-05 - REBAR SCHEDULE - @ SUPPORTING 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 23' - 8" 323.52 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 20' - 8" 282.51 lb Grand total: 6 6 117' - 8" 1608.50 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 12TH-13TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 12TH-13TH TR 3006 #18 COUPLER S355J2G3 4 98.40 lb Grand total 26 282.92 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 1/2" = 1'-0" 7 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH-13TH FLOOR
3 SW-1227 3 SW-1227 2 SW-1227 2 SW-1227 LONGBARS@513/16"O.C. #18 1' - 1 11/16" #18 1'-65/8" 1'-8 5/8" 23/8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1227 4 SW-1227 4 SW-1227 5 SW-1227 5 SW-1227 6 SW-1227 6 SW-1227 4'-8" TOPLATE 13'-0"1'-4" 6" ALLOW BAR TO PASS THROUGH TEMPLATE 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1227 4 SW-1227 4 SW-1227 5 SW-1227 5 SW-1227 6 SW-1227 6 SW-1227 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 06 U 05 D 01U 02D 03U 04 U #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUP. 12-19TH, 22ND-25TH (ALT.) KF/GC 13025 SW-1227.01 176 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 2 SW-07_ NORTH SECTION @ SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 3 SW-07_WEST SECTION @ SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 5 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 6 SW-07 COUPLER PLAN @ SUPPORTING 12-19TH, 22ND-25TH FLOORS MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP SW-07 - REBAR SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 25TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 25TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTIT Y WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 12TH-19TH, 22ND-25TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 12TH-19TH, 22ND-25TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-07 _ SUPPORTING 12TH-19TH, 22ND-25TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 334.96 lb TEMPLATE - SW-07 _ 03 NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 6X (6 X TYP.)(6 X TYP.)(6 X TYP.)(6 X TYP.) (6 X TYP.) (6 X TYP.)
1 SW-1228 1 SW-1228 3 SW-1228 3 SW-1228 LONG BARS @ 8" O.C. #18 1'-8" 2' - 0" 27/8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1228 3 SW-1228 5 SW-1228 5 SW-1228 6 SW-1228 6 SW-1228 4 SW-1228 4 SW-1228 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 1 SW-1228 1 SW-1228 5 SW-1228 5 SW-1228 6 SW-1228 6 SW-1228 4 SW-1228 4 SW-1228 #18 COUPLER 04 U 02 U 03 D OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW12 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-12 SUPPORTING 12TH - 17TH (ALT.) KF/GC 13025 SW-1228.01 177 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-12 REBAR PLAN SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 1 SW-12_ NORTH SECTION @ SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 3 SW-12_WEST SECTION @ SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 4 SW-12 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH -17TH FLOORS 1/2" = 1'-0" 5 SW-12 COUPLER PLAN @ SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 6 SW-12 TOP TEMPLATE PLAN @ SUPPORTING 12TH - 17TH FLOORS SW-12 - REBAR SCHEDULE - @ SUPPORTING 12TH - 17TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 3 3 55' - 0" 751.85 lb SW-12 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH - 17TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-12 _ SUPPORTING 12TH-17TH TR 3006 #18 COUPLER S355J2G3 3 73.80 lb Grand total 3 73.80 lb -NO TEMPLATE REQUIRED--NO TEMPLATE REQUIRED- -NO TEMPLATE REQUIRED- NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 3X (3 X TYP.)(3 X TYP.)(3 X TYP.)(3 X TYP.) (3 X TYP.) (3 X TYP.)
2 SW-1223 2 SW-1223 3 SW-1229 3 SW-1229 5 5/8" #18 5 5/8" #18 4'-0" 4'-0" SW-14 _ SUPPORTING 10TH - 11TH EQ 1'-415/16" EQ #18 31/8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1229 6 SW-1229 6 SW-1229 5 SW-1229 5 SW-1229 4 SW-1229 4 SW-1229 6" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1229 6 SW-1229 6 SW-1229 5 SW-1229 5 SW-1229 4 SW-1229 4 SW-1229 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6" 4'-0" TOPLATE 13'-0" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-14 _ 03 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-14 _ 03 01 D 13 U 12 D 11 U 04U U 05 D 06 D 08 10 U U 07 09 D 14 D 03U 02D #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW14 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-14 SUP. 12-19TH, 22ND-23TH (ALT.) KF/GC 13025 SW-1229.01 178 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-14 REBAR PLAN SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 2 SW-14_WEST SECTION @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 3 SW-14_ NORTH SECTION @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 4 SW-14 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 5 SW-14 TOP TEMPLATE PLAN @ SUPPORTING 12TH - 19TH, & 21ST - 23TH FLOORS 1/2" = 1'-0" 6 SW-14 COUPLER PLAN @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-14 _ 03 SW-14 - REBAR SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 23TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 07 U #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb 09 D #18 00 None None 1 18' - 4" 250.62 lb 10 U #18 00 None None 1 18' - 4" 250.62 lb 11 U #18 00 None None 1 18' - 4" 250.62 lb 12 D #18 00 None None 1 18' - 4" 250.62 lb 13 U #18 00 None None 1 18' - 4" 250.62 lb 14 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 14 14 256' - 8" 3508.63 lb SW-14 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 23TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-14 _SUPPORTING 12TH-19TH, 22ND-23RD MISC. TEMPLATE - SW-14 _ 03 SEE CAD FILE 2 98.06 lb 3/8" SW-14 _SUPPORTING 12TH-19TH, 22ND-23RD TR 2040 #18 LOCK NUT S355J2G3 36 300.24 lb SW-14 _SUPPORTING 12TH-19TH, 22ND-23RD TR 3006 #18 COUPLER S355J2G3 14 344.40 lb Grand total 52 742.70 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 5X (5 X TYP.)(5 X TYP.)(5 X TYP.)(5 X TYP.) (5 X TYP.) (5 X TYP.)
FNA
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FNA

  • 1. GENERAL NOTES: HIGH-STRENGTH GRADE 97 KSI REINFORCEMENT SHALL BE PROVIDED BY SAS STRESSTEEL, INC., OR "SAS" OR "MANUFACTURER". SAS GRADE 97 (S670) REINFORCEMENT MAY BE REFEREED AS "G-97" IN OTHER NOTES AND DETAILS FOUND IN THESE DRAWINGS AND SHALL BE CONSIDERED SAME. PART NUMBERS MAY BE REFERENCED IN THESE DRAWINGS WHICH RELATE TO THE LATEST PRODUCT INFORMATION FROM SAS. PART NUMBERS MAY BE SUBJECT TO MODIFICATION AT THE DISCRETION OF SAS. THESE DRAWINGS ONLY REFERENCE DETAILING AND PLACEMENT OF G-97 REINFORCEMENT. THE FOLLOWING DETAIL INFORMATION IS BASED ON STRUCTURAL DRAWINGS PREPARED BY: DESIMONE CONSULTING ENGINEERS 18 WEST 18TH STREET, 10TH FLOOR NEW YORK, NY 10011 DRAWING ISSUES REFERENCED: DATED 04.19.2003 ISSUED FOR BID 08.14.2013 BULLETIN # 1 11.01.2013 BULLETIN #2 12.06.2013 BULLETIN #3 01.31.2014 BULLETIN #4 03.14.2014 BULLETIN #5 REFER TO SAID LATEST STRUCTURAL AND CONSTRUCTION DOCUMENTS FOR ALL FINAL DIMENSIONS AND CONSTRUCTION DETAILS NOT REFERENCED IN THESE DRAWINGS. ALL DIMENSIONS SHOWN IN THESE DRAWINGS SHALL NOT BE USED UNLESS AUTHORIZED AND VERIFIED BY STRUCTURAL ENGINEER. DO NOT SCALE OFF THESE DRAWINGS, USE HARD DIMENSIONS SHOWN. THE GENERAL USE OF G-97 REINFORCEMENT IS GOVERNED BY THE PROJECT SPECIFICATIONS, WHICH ALSO INCLUDE: ACI 318, INTERNATIONAL CODE COUNCIL(ICC) AC-237, ICC AC-133, AND NEW YORK CITY BUILDINGS BULLETIN 2010-003 FOR THE ALLOWED USE OF HIGH-STRENGTH CONCRETE REINFORCEMENT. G-97 SHALL NOT BE WELDED G-97 SHALL NOT BE BENT IF NOMINAL BAR DIAMETER EXCEEDS #14, OR AS DIRECTED BY STRUCTURAL ENGINEER G-97 IS A CONTINUOUSLY THREADED BAR SYSTEM WHICH UTILIZES SYSTEM ACCESSORIES SUCH AS; COUPLERS, HEX NUTS, LOCK NUTS, TERMINATOR NUTS, ETC. NO THIRD PARTY EQUIVALENT ACCESSORIES SHALL BE USED ON G-97, UNLESS SPECIFICALLY AUTHORIZED BY SAS. G-97 DOWELS TO REMAIN EXPOSED TO WEATHER FOR LONGER THAN (4) MONTHS SHALL BE PROVIDED WITH SOME FORM OF CORROSION PROTECTION, IE GREASE AND TAPE/COVERING. CORROSION PROTECTION SHALL BE REMOVED PRIOR TO CONTINUED CONSTRUCTION AND CONCRETE PLACEMENT. EXTRA CARE SHALL BE TAKEN TO AVOID BENDING OR DAMAGE OF DOWEL TAILS DURING PERIOD OF EXPOSURE. IF BARS ARE DAMAGED REMEDY BY STRUCTURAL ENGINEER. ALL SAS ACCESSORIES ARE MANUFACTURED AND GUARANTEED TO DEVELOP MINIMALLY 125% OF THE SPECIFIED YIELD (97 KSI) GRADE 97KSI HIGH-STRENGTH REINFORCEMENT REINFORCING STEEL PLACING DRAWING ONLY. USE IN CONJUNCTION WITH ALL OTHER CONTRACT DRAWINGS AND SPECIFICATIONS. ELEVATIONS & DIMENSIONS SHOWN ON THIS DRAWING ARE FOR DETAILING PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. THESE DRAWINGS ONLY PERTAIN TO G-97 STEEL. REFER TO OTHER SHOP DRAWINGS FOR ALL OTHER TYPICAL REINFORCEMENT INFORMATION REGARDING 60/75KSI REBAR. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. BAR SIZE TORQUE (Ft-LBs) #6 100 #7 120 #8 140 #9 160 #10 180 #11 200 #14 230 #18 260 #20 300 1/2 COUPLER LENGTH +1/2" 1/2 COUPLER LENGTH +1/2" STEP #1 MAKE COUPLER MARKINGS ON LOWER+UPPER BARS AS SHOWN- LOWER UPPER BAR TO MEET LOWER SAS STANDARD COUPLER W/ (2) SET SCREWS (PREVIOUSLY INSTALLED ON EITHER UPPER OR LOWER BAR) SAS STRESSTEEL THREADED BAR STEP #2 ADJUST/ROTATE UPPER BAR TO PROPERLY ALIGN THREADING - BACK-THREAD COUPLER ONTO BOTH BARS UNTIL BOTH MARKS ARE EXPOSED STEP #3 WRENCH UPPER BAR TIGHT - SEE TORQUE VALUES CHART FOR RATING STEP #4 TIGHTEN LOWER+UPPER SET SCREWS IMMEDIATELY AFTER TIGHTENING OF BAR IS COMPLETED WRENCH ARM LENGTH NOTES 1. SET SCREWS OPTIONAL - NOT REQUIRED FOR STRUCTURAL INTEGRITY OF MECHANICAL SPLICE. 2. SAS ACCESSORIES ARE RATED FOR MINIMUM 125% Fy AND 100% Fu OF BAR. SAS THREADED BAR TORQUE REQUIREMENTS 1" OR 1/2" THICK STEEL TEMPLATE GR. 97 BAR LOCK NUT HEX NUT CONTRACTOR SHALL ENSURE CAGE IS LEVEL PRIOR TO CONCRETE INSTALLATION TYPICAL REINFORCEMENT NOT SHOWN FOR CLARITY GR. 97 COUPLER GROUND FLOOR SLAB STAGGER 3'-0" (MATFOUNDATION) VARIESW/SLOPE6" 1/2" OR 1/4" THICK STEEL TEMPLATE SAS LOCK NUT SW-XX SHAPE T1 #20 @ Spacing O.C. 1 A101 SIM 38 D 1 View Name 1/8" = 1'-0" SECTION MARKER VIEW TITLE IN SCOPE SHEAR WALL ID TAG (SW-01, SW-02, ETC) TIE REBAR TAG VERTICAL REBAR ID NUMBER AND UP/ DOWN LABEL LEGEND / ABBREVIATIONS TEMPLATEREDOWEL BAR TERMINATING NUT LOCK NUT SEETABLE DEVELOPMENTLENGTH T.O. SLAB T.O. SLAB LOCK NUT COUPLER SAS GRADE 97KSI BAR DEVELOPMENT LENGTH REQUIREMENTS BAR SIZE CONCRETE STRENGTH (PSI) CASE 10000 8000 7000 #20 A B #18 A B #14 A B 91 137 82 123 64 96 102 153 92 138 71 107 109 163 98 147 76 114 (INCHES) (INCHES) (INCHES) A= B= 33% REDUCTION OF ACI CALCULATED DEVELOPMENT LENGTH TAKEN FOR USE OF MECHANICAL ANCHOR CASES DEFINED PER EQUATION 12.2.2, ACI-318-05 CASES NOT DEFINED PER EQUATION 12.2.2 1/2" STEEL TEMPLATE HOLES FOR GR 97 BARS (TYP) SPACE VARIES TO ACCOMODATE DRIFT BAR 3/8" STEEL TEMPLATE ARROW POINTS TO PROJECT NORTH (TYP) TYPSPACING FLOOR LAST BARS HAVING SAS BARS PER STRUCTURAL DRAWINGS FLOOR MIN.Ld SAS GR. TERMINATING NUT (ANCHOR) SAS GR. 97 BARS GRADE 60 STEEL (SEE STRUCTURAL FOR DETAILS) SAS CAGE PREVIOUSLY INSTALLED GRADE 60 FNA SHEET LIST NOTES: 1.) SHEETS ADDED TO THIS SET OF SHOP DRAWINGS ARE CALLED OUT WHERE A "1" VALUE APPEARS IN THE "NEW" COLUMN ON THE FNA SHEET LIST. A SOLID BLACK FILLED REGION [ ] IN CELL OF THE "NEW" COLUMN IS SHOWN OTHERWISE. 2.) THE SEQUENCE NUMBER OF EACH SHEET IN THE ENTIRE SET MAY BE FOUND IN THE "SEQ -- #" COLUMN. SHEETS THAT HAVE BEEN REMOVED FROM THE SET ARE NOT GIVEN A SEQUENCE #. THESE SHEETS SHOW A SOLID BLACK FILLED REGION [ ] IN CELL OF THE "SEQ -- #" COLUMN NEXT TO THE "SHEET #". 3.) THE NUMBER SHOWN AFTER "Grand Total:", SHOW THE TOTAL NUMBER OF SHEETS INCLUDING ANY THAT MAY HAVE BEEN REMOVED. THE TOTAL NUMBER OF SHEETS IN THE SET (EXCLUDING ANY REMOVED) MAY BE FOUND ON THE LAST SHEET IN THE SET IN THE "#" COLUMN. OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS As indicated 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK COVER SHEET / GENERAL NOTES GC 13025 CS-000.01 1N.T.S. 2 SAS COUPLER ASSEMBLY N.T.S. 3 TYPICAL DOWEL DETAIL FNA SHEET LIST S E Q -- # SHEET # SHEET NAME ISSUE / REVISION DATE ISSUE / REVISION # A D D E D FNA SHEET LIST S E Q -- # SHEET # SHEET NAME ISSUE / REVISION DATE ISSUE / REVISION # A D D E D 000 _ *GENERAL NOTES* 1 CS-000 COVER SHEET / GENERAL NOTES 07.17.14 01 7 2 CS-001 KEY PLAN 07.17.14 01 5 1200 _ SERIES 150 SW-1201 SW-01 SUPPORTING 6TH (ALT.) 07.17.14 01 1 151 SW-1202 SW-03 SUPPORTING 6TH (ALT.) 07.17.14 01 1 152 SW-1203 SW-05 SUPPORTING 6TH (ALT.) 07.17.14 01 1 153 SW-1204 SW-06 SUPPORTING 6TH (ALT.) 07.17.14 01 1 154 SW-1205 SW-07 SUPPORTING 6TH (ALT.) 07.17.14 01 1 155 SW-1206 SW-13 SUPPORTING 6TH (ALT.) 07.17.14 01 1 156 SW-1207 SW-01 SUP. 8-9TH, 12TH-13TH (ALT.) 07.17.14 01 1 157 SW-1208 SW-03 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 158 SW-1209 SW-05 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 159 SW-1210 SW-06 SUP. 8TH-9TH & 12TH-13TH (ALT.) 07.17.14 01 1 160 SW-1211 SW-07 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 161 SW-1212 SW-12 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 162 SW-1213 SW-13 SUPP. 8-9TH, 12-13TH (ALT.) 07.17.14 01 1 163 SW-1214 SW-14 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 164 SW-1215 SW-19 SUPPORTING 8TH - 9TH (ALT.) 07.17.14 01 1 165 SW-1216 SW-01 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 166 SW-1217 SW-03 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 167 SW-1218 SW-05 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 168 SW-1219 SW-06 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 169 SW-1220 SW-07 SUPPORTING 10TH-11TH (ALT.) 07.17.14 01 1 170 SW-1221 SW-12 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 171 SW-1222 SW-13 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 172 SW-1223 SW-14 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 173 SW-1224 SW-19 SUPPORTING 10TH - 11TH (ALT.) 07.17.14 01 1 174 SW-1225 SW-03 SUPPORTING 12TH - 13TH (ALT.) 07.17.14 01 1 175 SW-1226 SW-05 SUPPORTING 12TH - 13TH (ALT.) 07.17.14 01 1 176 SW-1227 SW-07 SUP. 12-19TH, 22ND-25TH (ALT.) 07.17.14 01 1 177 SW-1228 SW-12 SUPPORTING 12TH - 17TH (ALT.) 07.17.14 01 1 178 SW-1229 SW-14 SUP. 12-19TH, 22ND-23TH (ALT.) 07.17.14 01 1 179 SW-1230 SW-19 SUPPORTING 12TH - 13TH (ALT.) 07.17.14 01 1 180 SW-1231 SW-01 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 181 SW-1232 SW-03 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 182 SW-1233 SW-05 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 183 SW-1234 SW-06 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 184 SW-1235 SW-13 SUPPORTING 14TH - 15TH (ALT.) 07.17.14 01 1 185 SW-1236 SW-19 SUPPORTING 14TH - 17TH (ALT.) 07.17.14 01 1 186 SW-1237 SW-06 SUPPORTING 16TH - 17TH (ALT.) 07.17.14 01 1 187 SW-1238 SW-13 SUP.16-19TH, 22ND-27TH (ALT.) 07.17.14 01 1 188 SW-1239 SW-06 SUPPORTING 18TH - 19TH (ALT.) 07.17.14 01 1 189 SW-1240 SW-12 SUPPORTING 18 - 19TH (ALT.) 07.17.14 01 1 190 SW-1241 SW-19 SUPPORTING 18TH - 19TH (ALT.) 07.17.14 01 1 191 SW-1242 SW-06 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 192 SW-1243 SW-07 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 193 SW-1244 SW-13 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 194 SW-1245 SW-14 SUPPORTING 20TH - 21ST (ALT.) 07.17.14 01 1 195 SW-1246 SW-06 SUPPORTING 22ND - 27TH (ALT.) 07.17.14 01 1 196 SW-1247 SW-07 SUPPORTING 26TH - 27TH (ALT.) 07.17.14 01 1 Grand total: 49 N.T.S. 4 TYPICAL REDOWEL DETAIL 1/2" = 1'-0" SAMPLE TEMPLATE (4 BAR) 1/2" = 1'-0" SAMPLE TEMPLATE (MAT) 1/2" = 1'-0" SAMPLE TEMPLATE (DRIFT BAR) 1/2" = 1'-0" SAMPLE TEMPLATE (TYPICAL) N.T.S. 1 TRANSITION DETAIL N° Revision: Date: 00 ISSUED FOR APPROVAL 09.24.13 00 ISSUED FOR APPROVAL 11.06.13 00 REVISED FOR APPROVAL 11.27.13 00 SIGNED DEVELOPMENT LENGTHS 01.15.14 00 FOR RECORD / FOR CONSTRUCTION 01.31.14 01 FOR RECORD / FOR CONSTRUCTION 04.10.14 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 2. SW-01 SW-02 SW-03 SW-04 SW-05 SW-15 SW-16 SW-17 SW-18 SW-08 SW-09 SW-07 SW-06 SW-10 SW-11 SW-12 SW-13 SW-14 SW-19 SW-XX KEY AREA OF SCOPE BY OTHERS NOTE: SW-19 CAGE BY FNA PROVIDES PARTIAL REINFORCEMENT FOR SUPPORTING 2ND. REMAINING REINFORCEMENT BELOW TO BE PROVIDED BY OTHERS. SEE SW-219 FOR STARTING/BOTTOM CAGE IN THIS LOCATION. IN SCOPE ID TAG (SW-01, SW-02, ETC) OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS As indicated 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK KEY PLAN GC 13025 CS-001.01 2 1/4" = 1'-0" 1 CAGE ID PLAN N° Revision: Date: 00 ISSUED FOR APPROVAL 09.24.13 00 REVISED FOR APPROVAL 11.27.13 00 FOR RECORD / FOR CONSTRUCTION 01.31.14 01 FOR RECORD / FOR CONSTRUCTION 04.10.14 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 3. 2 SW-1201 2 SW-1201 3 SW-1201 3 SW-1201 LONGBARS@77/16"O.C. #18 4'-0" 4'-0" 31/8" LONG BARS @ 6 9/16" O.C. #18 53/8" 6TH FLOOR 113' - 6" 3 SW-1201 3 SW-1201 4 SW-1201 4 SW-1201 6 SW-1201 6 SW-1201 5 SW-1201 5 SW-1201 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" TOPLATE 4'-0"3'-103/8" 6TH FLOOR 113' - 6" 2 SW-1201 2 SW-1201 4 SW-1201 4 SW-1201 6 SW-1201 6 SW-1201 5 SW-1201 5 SW-1201 6" 3'-0"1'-6"7'-8" 4'-6"7'-8" 12'-2" TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 COUPLER 01U 17 U 21 U 19 U 20 D 18 D D 10 05U 04D 06D 03U 02D D 12 U 09 15 U 16 D U 11 13 U D 08 14 D 22 D U 07 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW1 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-01 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1201.01 150 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-01 REBAR PLAN SUPPORTING 6TH 1/2" = 1'-0" 2 SW-01_ NORTH SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 3 SW-01_WEST SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 4 SW-01 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 5 SW-01 TOP TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 6 SW-01 COUPLER PLAN @ SUPPORTING 6TH MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-01 _ 03 SAME AS TOP SW-01 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-01 _ SUPPORTING 6TH MISC. TEMPLATE - SW-01 _ 03 SEE CAD FILE 2 118.60 lb 3/8" SW-01 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 52 433.68 lb SW-01 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 22 541.20 lb Grand total 76 1093.48 lb SW-01 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 9' - 2" 125.31 lb 02 D #18 00 None None 1 9' - 2" 125.31 lb 03 U #18 00 None None 1 9' - 2" 125.31 lb 04 D #18 00 None None 1 9' - 2" 125.31 lb 05 U #18 00 None None 1 9' - 2" 125.31 lb 06 D #18 00 None None 1 9' - 2" 125.31 lb 07 U #18 00 None None 1 9' - 2" 125.31 lb 08 D #18 00 None None 1 9' - 2" 125.31 lb 09 U #18 00 None None 1 9' - 2" 125.31 lb 10 D #18 00 None None 1 9' - 2" 125.31 lb 11 U #18 00 None None 1 9' - 2" 125.31 lb 12 D #18 00 None None 1 9' - 2" 125.31 lb 13 U #18 00 None None 1 9' - 2" 125.31 lb 14 D #18 00 None None 1 9' - 2" 125.31 lb 15 U #18 00 None None 1 9' - 2" 125.31 lb 16 D #18 00 None None 1 9' - 2" 125.31 lb 17 U #18 00 None None 1 9' - 2" 125.31 lb 18 D #18 00 None None 1 9' - 2" 125.31 lb 19 U #18 00 None None 1 9' - 2" 125.31 lb 20 D #18 00 None None 1 9' - 2" 125.31 lb 21 U #18 00 None None 1 9' - 2" 125.31 lb 22 D #18 00 None None 1 9' - 2" 125.31 lb Grand total: 22 22 201' - 8" 2756.78 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 4. 3 SW-1202 3 SW-1202 2 SW-1202 2 SW-1202 LONG BARS @ 8 7/8" O.C. #20 67/8" #20 1'-6" 2'-11 1/4" 3" 6TH FLOOR 113' - 6" 3 SW-1202 3 SW-1202 6 SW-1202 6 SW-1202 5 SW-1202 5 SW-1202 4 SW-1202 4 SW-1202 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" 2 SW-1202 2 SW-1202 6 SW-1202 6 SW-1202 5 SW-1202 5 SW-1202 4 SW-1202 4 SW-1202 6" #20 LOCK NUT #20 LOCK NUTTEMPLATE - SW-03 _ 03 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-03 _ 03 #20 COUPLER 01 U 08 D 07 U 06 D D 02 U 03 D 04 U 05 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1202.01 151 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 6TH 1/2" = 1'-0" 2 SW-03_ NORTH SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 3 SW-03_WEST SECTION @ SUPPORTING 6TH 1/2" = 1'-0" 4 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 5 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 6TH 1/2" = 1'-0" 6 SW-03 COUPLER PLAN @ SUPPORTING 6TH MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-03 _ 03 SAME AS TOP SW-03 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #20 00 None None 1 9' - 2" 152.90 lb 02 D #20 00 None None 1 9' - 2" 152.90 lb 03 U #20 00 None None 1 9' - 2" 152.90 lb 04 D #20 00 None None 1 9' - 2" 152.90 lb 05 U #20 00 None None 1 9' - 2" 152.90 lb 06 D #20 00 None None 1 9' - 2" 152.90 lb 07 U #20 00 None None 1 9' - 2" 152.90 lb 08 D #20 00 None None 1 9' - 2" 152.90 lb Grand total: 8 8 73' - 4" 1223.20 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 6TH MISC. TEMPLATE - SW-03 _ 03 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 6TH TR 2040 #20 LOCK NUT S355J2G3 24 264.48 lb SW-03 _ SUPPORTING 6TH TR 3006 #20 COUPLER S355J2G3 8 209.60 lb Grand total 34 474.08 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 5. 2 SW-1203 2 SW-1203 3 SW-1203 3 SW-1203 LONG BARS @ 5 3/8" O.C. #18 1'-03/4" #18 1'-4" 1'-6" 1 1/2" 3 SW-1203 3 SW-1203 6 SW-1203 6 SW-1203 5 SW-1203 5 SW-1203 4 SW-1203 4 SW-1203 6" 3'-103/8"4'-35/8" 6TH FLOOR 113' - 6" 2 SW-1203 2 SW-1203 6 SW-1203 6 SW-1203 5 SW-1203 5 SW-1203 4 SW-1203 4 SW-1203 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" TOPLATE 4'-0"3'-103/8" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 #18 COUPLER U 02 D 03 U 04 05 D 01 D 06 U OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1203.01 152 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-05 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 6 SW-05 COUPLER PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-05 _ 01 SW-05 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 9' - 2" 125.31 lb 02 U #18 00 None None 1 9' - 2" 125.31 lb 03 D #18 00 None None 1 9' - 2" 125.31 lb 04 U #18 00 None None 1 9' - 2" 125.31 lb 05 D #18 00 None None 1 9' - 2" 125.31 lb 06 U #18 00 None None 1 9' - 2" 125.31 lb Grand total: 6 6 55' - 0" 751.85 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 6TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 332.12 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 6. 2 SW-1204 2 SW-1204 3 SW-1204 3 SW-1204 LONG BARS @ 6 9/16" O.C. #20 LONGBARS@515/16"O.C. #20 4'-0" 3" 4'-0" 3 SW-1204 3 SW-1204 6 SW-1204 6 SW-1204 5 SW-1204 5 SW-1204 4 SW-1204 4 SW-1204 6" STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" 6TH FLOOR 113' - 6" 2 SW-1204 2 SW-1204 6 SW-1204 6 SW-1204 5 SW-1204 5 SW-1204 4 SW-1204 4 SW-1204 4'-6"4'-8" TOPLATE 4'-0"3'-103/8"1'-35/8" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 COUPLER 01D 02U 24 U 23 D 22 U 21 D 20 U 19 D 03D 04U 05D 06U 07D 18 U 17 D 16 U 15 D 14 U D 13 D 09 U 08 D 11 U 10 U 12 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW6 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-06 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1204.01 153 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-06 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-06_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-06_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-06 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-06 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 6 SW-06 COUPLER PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-06 _ 06 SW-06 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 9' - 2" 152.90 lb 02 U #20 00 None None 1 9' - 2" 152.90 lb 03 D #20 00 None None 1 9' - 2" 152.90 lb 04 U #20 00 None None 1 9' - 2" 152.90 lb 05 D #20 00 None None 1 9' - 2" 152.90 lb 06 U #20 00 None None 1 9' - 2" 152.90 lb 07 D #20 00 None None 1 9' - 2" 152.90 lb 08 U #20 00 None None 1 9' - 2" 152.90 lb 09 D #20 00 None None 1 9' - 2" 152.90 lb 10 U #20 00 None None 1 9' - 2" 152.90 lb 11 D #20 00 None None 1 9' - 2" 152.90 lb 12 U #20 00 None None 1 9' - 2" 152.90 lb 13 D #20 00 None None 1 9' - 2" 152.90 lb 14 U #20 00 None None 1 9' - 2" 152.90 lb 15 D #20 00 None None 1 9' - 2" 152.90 lb 16 U #20 00 None None 1 9' - 2" 152.90 lb 17 D #20 00 None None 1 9' - 2" 152.90 lb 18 U #20 00 None None 1 9' - 2" 152.90 lb 19 D #20 00 None None 1 9' - 2" 152.90 lb 20 U #20 00 None None 1 9' - 2" 152.90 lb 21 D #20 00 None None 1 9' - 2" 152.90 lb 22 U #20 00 None None 1 9' - 2" 152.90 lb 23 D #20 00 None None 1 9' - 2" 152.90 lb 24 U #20 00 None None 1 9' - 2" 152.90 lb Grand total: 24 24 220' - 0" 3669.60 lb SW-06 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-06 _ SUPPORTING 6TH MISC. TEMPLATE - SW-06 _ 06 SEE CAD FILE 2 127.54 lb 3/8" SW-06 _ SUPPORTING 6TH TR 2040 #20 LOCK NUT S355J2G3 56 617.12 lb SW-06 _ SUPPORTING 6TH TR 3006 #20 COUPLER S355J2G3 24 628.80 lb Grand total 82 1373.46 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 7. 2 SW-1205 2 SW-1205 3 SW-1205 3 SW-1205 1'-8 5/8" 1'-65/8" 23/8" LONG BARS @ 6 13/16" O.C. #18 LONGBARS@513/16"O.C. #18 3 SW-1205 3 SW-1205 4 SW-1205 4 SW-1205 6 SW-1205 6 SW-1205 5 SW-1205 5 SW-1205 6" 6TH FLOOR 113' - 6" 2 SW-1205 2 SW-1205 4 SW-1205 4 SW-1205 6 SW-1205 6 SW-1205 5 SW-1205 5 SW-1205 STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6"7'-8" TOPLATE 4'-0"3'-10" TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT #18 COUPLER D 04 07 U 06 D 08 D 01 U 02D 03U U 05 TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1205.01 154 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-07_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-07_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-07 COUPLER PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 6 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-07 _ 03 SAME AS TOP SW-07 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 9' - 2" 125.31 lb 02 D #18 00 None None 1 9' - 2" 125.31 lb 03 U #18 00 None None 1 9' - 2" 125.31 lb 04 D #18 00 None None 1 9' - 2" 125.31 lb 05 U #18 00 None None 1 9' - 2" 125.31 lb 06 D #18 00 None None 1 9' - 2" 125.31 lb 07 U #18 00 None None 1 9' - 2" 125.31 lb 08 D #18 00 None None 1 9' - 2" 125.31 lb Grand total: 8 8 73' - 4" 1002.47 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 6TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 24 200.16 lb SW-07 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 8 196.80 lb Grand total 34 417.52 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 8. 3 SW-1206 3 SW-1206 2 SW-1206 2 SW-1206 LONGBARS@115/8"O.C. #18 1' - 4 1/2" #18 4'-6" 2'-0" 33/4" 6TH FLOOR 113' - 6" 3 SW-1206 3 SW-1206 5 SW-1206 5 SW-1206 6 SW-1206 6 SW-1206 4 SW-1206 4 SW-1206 4'-0"3'-10" STAGGER 3'-0"1'-6"4'-8"3'-0" 4'-6" 6TH FLOOR 113' - 6" 2 SW-1206 2 SW-1206 5 SW-1206 5 SW-1206 6 SW-1206 6 SW-1206 4 SW-1206 4 SW-1206 1'-6"7'-8" 6" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 COUPLER 01 U 10 U 02D 08 U 04D 05U 06 U 09 D 07 D 03U #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW13 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-13 SUPPORTING 6TH (ALT.) KF/GC 13025 SW-1206.01 155 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-13 REBAR PLAN SUPPORTING 6TH FLOOR 1/2" = 1'-0" 2 SW-13_WEST SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 3 SW-13_ NORTH SECTION @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 4 SW-13 BOTTOM TEMPLATE PLAN @ SUPPORTING 6TH FLOOR 1/2" = 1'-0" 5 SW-13 COUPLER PLAN @ SUPPORTIN 6TH FLOOR 1/2" = 1'-0" 6 SW-13 TOP TEMPLATE PLAN @ SUPPORTING 6TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-13 _ 02 SW-13 - REBAR SCHEDULE - @ SUPPORTING 6TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 9' - 2" 125.31 lb 02 D #18 00 None None 1 9' - 2" 125.31 lb 03 U #18 00 None None 1 9' - 2" 125.31 lb 04 D #18 00 None None 1 9' - 2" 125.31 lb 05 U #18 00 None None 1 9' - 2" 125.31 lb 06 U #18 00 None None 1 9' - 2" 125.31 lb 07 D #18 00 None None 1 9' - 2" 125.31 lb 08 U #18 00 None None 1 9' - 2" 125.31 lb 09 D #18 00 None None 1 9' - 2" 125.31 lb 10 U #18 00 None None 1 9' - 2" 125.31 lb Grand total: 10 10 91' - 8" 1253.08 lb SW-13 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 6TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-13 _ SUPPORTING 6TH MISC. TEMPLATE - SW-13 _ 02 SEE CAD FILE 2 78.26 lb 3/8" SW-13 _ SUPPORTING 6TH TR 2040 #18 LOCK NUT S355J2G3 28 233.52 lb SW-13 _ SUPPORTING 6TH TR 3006 #18 COUPLER S355J2G3 10 246.00 lb Grand total 40 557.78 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 9. 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1207 13'-03/8"4'-4" 4'-6"9'-2"7'-8" STAGGER 3'-0"1'-6" 5 SW-1207 5 SW-1207 1 SW-1207 1 SW-1207 4 SW-1207 4 SW-1207 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1207 5 SW-1207 5 SW-1207 1 SW-1207 1 SW-1207 4 SW-1207 4 SW-1207 4'-0"6"12'-63/8" TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 LOCK NUT 2 SW-1207 2 SW-1207 3 SW-1207 3 SW-1207 6 9/16"6 9/16"6 9/16"6 9/16"6 9/16"6 9/16" #18 LONGBARS@77/16"O.C. #18 4'-0" 4'-0" 3 1/8" 53/8" #18 COUPLER 01U 17 U 21 U 19 U 20 D 18 D D 10 05U 04D 06D 03U 02D D 12 U 09 15 U 16 D U 11 13 U D 08 14 D 22 D U 07 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW1 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-01 SUP. 8-9TH, 12TH-13TH (ALT.) KF/GC 13025 SW-1207.01 156 SW-01 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH, 12TH - 13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-01 _ SUPPORTING 08TH-09TH, 12TH-13TH MISC. TEMPLATE - SW-01 _ 03 SEE CAD FILE 2 118.60 lb 3/8" SW-01 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 52 433.68 lb SW-01 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 3006 #18 COUPLER S355J2G3 22 541.20 lb Grand total 76 1093.48 lb TEMPLATE - SW-01 _ 03 1/2" = 1'-0" 3 SW-01_ NORTH SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH 1/2" = 1'-0" 2 SW-01_WEST SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 1/2" = 1'-0" 1 SW-01 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12-13TH FLOOR 1/2" = 1'-0" 5 SW-01 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12-13TH FLOOR 1/2" = 1'-0" 6 SW-01 REBAR PLAN SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 4 SW-01 COUPLER PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH SW-01 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 07 U #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb 09 U #18 00 None None 1 18' - 4" 250.62 lb 10 D #18 00 None None 1 18' - 4" 250.62 lb 11 U #18 00 None None 1 18' - 4" 250.62 lb 11 U #18 00 None None 1 18' - 4" 250.62 lb 12 D #18 00 None None 1 18' - 4" 250.62 lb 13 U #18 00 None None 1 18' - 4" 250.62 lb 14 D #18 00 None None 1 18' - 4" 250.62 lb 15 U #18 00 None None 1 18' - 4" 250.62 lb 16 D #18 00 None None 1 18' - 4" 250.62 lb 17 U #18 00 None None 1 18' - 4" 250.62 lb 18 D #18 00 None None 1 18' - 4" 250.62 lb 19 U #18 00 None None 1 18' - 4" 250.62 lb 20 D #18 00 None None 1 18' - 4" 250.62 lb 21 U #18 00 None None 1 18' - 4" 250.62 lb 22 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 23 23 421' - 8" 5764.18 lb 2X (2 X TYP.)(2 X TYP.)(2 X TYP.)(2 X TYP.) (2 X TYP.) (2 X TYP.)
  • 10. 2 SW-1208 2 SW-1208 3 SW-1208 3 SW-1208 2'-11 1/4" 1'-6" LONG BARS @ 8 7/8" O.C. #20 67/8" #20 55/8" 3" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1208 6 SW-1208 6 SW-1208 5 SW-1208 5 SW-1208 4 SW-1208 4 SW-1208 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1208 6 SW-1208 6 SW-1208 5 SW-1208 5 SW-1208 4 SW-1208 4 SW-1208 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" #20 LOCK NUT #20 LOCK NUTTEMPLATE - SW-03 _ 03 #20 LOCK NUT #20 LOCK NUTTEMPLATE - SW-03 _ 03 #20 COUPLER 01 U 08 D 07 U 06 D D 02 U 03 D 04 U 05 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1208.01 157 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 2 SW-03_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-03_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-03 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-03 _ 03 SW-03 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #20 00 None None 1 18' - 4" 305.80 lb 02 D #20 00 None None 1 18' - 4" 305.80 lb 03 U #20 00 None None 1 18' - 4" 305.80 lb 04 D #20 00 None None 1 18' - 4" 305.80 lb 05 U #20 00 None None 1 18' - 4" 305.80 lb 06 D #20 00 None None 1 18' - 4" 305.80 lb 07 U #20 00 None None 1 18' - 4" 305.80 lb 08 D #20 00 None None 1 18' - 4" 305.80 lb Grand total: 8 8 146' - 8" 2446.40 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-03 _ 03 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 08TH-09TH TR 2040 #20 LOCK NUT S355J2G3 24 264.48 lb SW-03 _ SUPPORTING 08TH-09TH TR 3006 #20 COUPLER S355J2G3 8 209.60 lb Grand total 34 474.08 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 11. 2 SW-1209 2 SW-1209 3 SW-1209 3 SW-1209 LONG BARS @ 5 3/8" O.C. #18 1'-03/4" #18 1'-6" 1'-4" 11/2" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1209 5 SW-1209 5 SW-1209 6 SW-1209 6 SW-1209 4 SW-1209 4 SW-1209 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1209 5 SW-1209 5 SW-1209 6 SW-1209 6 SW-1209 4 SW-1209 4 SW-1209 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"9'-2"7'-8" 4'-0"13'-0" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 U 02 D 03 U 04 05 D 01 D 06 U #18 COUPLER #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-05 _ 01 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1209.01 158 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-05 REBAR PLAN SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-05 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-05 _ 01 SW-05 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 08TH-09TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 08TH-09TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 332.12 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 12. 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1210 6 SW-1210 6 SW-1210 5 SW-1210 5 SW-1210 4 SW-1210 4 SW-1210 12'-6"4'-10" 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" 2 SW-1210 6 SW-1210 6 SW-1210 5 SW-1210 5 SW-1210 4 SW-1210 4 SW-1210 6" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 TEMPLATE - SW-06 _ 06 #20 LOCK NUT #20 LOCK NUT 02U 24 U 23 D 22 U 21 D 20 U 19 D 03D 04U 05D 06U 07D 18 U 17 D 16 U 15 D 14 U D 13 D 09 U 08 D 11 U 10 U 12 01 D #20 COUPLER 3 SW-1210 3 SW-1210 2 SW-1210 2 SW-1210 LONGBARS@515/16"O.C. #20 LONG BARS @ 6 9/16" O.C. #20 4'-0" 4'-0" 3" 3" OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW6 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-06 SUP. 8TH-9TH & 12TH-13TH (ALT.) KF/GC 13025 SW-1210.01 159 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-06_ NORTH SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 3 SW-06_WEST SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 4 SW-06 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 5 SW-06 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR 1/2" = 1'-0" 6 SW-06 COUPLER PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOOR TEMPLATE - SW-06 _ 06 SAME AS TOP SW-06 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 18' - 4" 305.80 lb 02 U #20 00 None None 1 18' - 4" 305.80 lb 03 D #20 00 None None 1 18' - 4" 305.80 lb 04 U #20 00 None None 1 18' - 4" 305.80 lb 05 D #20 00 None None 1 18' - 4" 305.80 lb 06 U #20 00 None None 1 18' - 4" 305.80 lb 07 D #20 00 None None 1 18' - 4" 305.80 lb 08 U #20 00 None None 1 18' - 4" 305.80 lb 09 D #20 00 None None 1 18' - 4" 305.80 lb 10 U #20 00 None None 1 18' - 4" 305.80 lb 11 D #20 00 None None 1 18' - 4" 305.80 lb 12 U #20 00 None None 1 18' - 4" 305.80 lb 13 D #20 00 None None 1 18' - 4" 305.80 lb 14 U #20 00 None None 1 18' - 4" 305.80 lb 15 D #20 00 None None 1 18' - 4" 305.80 lb 16 U #20 00 None None 1 18' - 4" 305.80 lb 17 D #20 00 None None 1 18' - 4" 305.80 lb 18 U #20 00 None None 1 18' - 4" 305.80 lb 19 D #20 00 None None 1 18' - 4" 305.80 lb 20 U #20 00 None None 1 18' - 4" 305.80 lb 21 D #20 00 None None 1 18' - 4" 305.80 lb 22 U #20 00 None None 1 18' - 4" 305.80 lb 23 D #20 00 None None 1 18' - 4" 305.80 lb 24 U #20 00 None None 1 18' - 4" 305.80 lb Grand total: 24 24 440' - 0" 7339.20 lb SW-06 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-06 _ SUPPORTING 8TH-9TH, 12TH-13TH MISC. TEMPLATE - SW-06 _ 06 SEE CAD FILE 2 127.54 lb 3/8" SW-06 _ SUPPORTING 8TH-9TH, 12TH-13TH TR 2040 #20 LOCK NUT S355J2G3 56 617.12 lb SW-06 _ SUPPORTING 8TH-9TH, 12TH-13TH TR 3006 #20 COUPLER S355J2G3 24 628.80 lb Grand total 82 1373.46 lb 1/2" = 1'-0" 1 SW-06 REBAR PLAN SUPPORTING 8TH-9TH, 12TH-13TH FLOORS NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 2X (2 X TYP.)(2 X TYP.)(2 X TYP.)(2 X TYP.) (2 X TYP.) (2 X TYP.)
  • 13. 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1211 4 SW-1211 4 SW-1211 5 SW-1211 5 SW-1211 6 SW-1211 6 SW-1211 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1211 4 SW-1211 4 SW-1211 5 SW-1211 5 SW-1211 6 SW-1211 6 SW-1211 6" 4'-0" TOPLATE 13'-0" TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 #18 COUPLER D 04 07 U 06 D 08 D 01 U 02D 03U U 05 3 SW-1211 3 SW-1211 2 SW-1211 2 SW-1211 LONG BARS @ 6 13/16" O.C. #18 LONGBARS@513/16"O.C. #18 1'-8 5/8" 1'-6" 23/8" OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1211.01 160 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES SW-07 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 07 U #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 8 8 146' - 8" 2004.93 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 08TH-09TH TR 2040 #18 LOCK NUT S355J2G3 24 200.16 lb SW-07 _ SUPPORTING 08TH-09TH TR 3006 #18 COUPLER S355J2G3 8 196.80 lb Grand total 34 417.52 lb 1/2" = 1'-0" 2 SW-07_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-07_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-07 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR TEMPLATE - SW-07 _ 03 SAME AS TOP 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 8TH - 9TH FLOOR NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 14. 2 SW-1212 2 SW-1212 3 SW-1212 3 SW-1212 LONGBARS@6"O.C. #18 1'-8" 2'-0" 2 7/8" 27/8" 1' - 4" #18 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1212 3 SW-1212 6 SW-1212 6 SW-1212 4 SW-1212 4 SW-1212 4'-8" 4'-0" TOPLATE 9'-8"3'-21/4" 7 SW-1212 7 SW-1212 6" 4'-6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1212 2 SW-1212 6 SW-1212 6 SW-1212 4 SW-1212 4 SW-1212 7 SW-1212 7 SW-1212 12'-101/4" TOPLATE 4'-53/4" 3'-0"1'-6" 4'-6" #18 LOCK NUT TEMPLATE - SW-12 _ 03 U 04 02U D 03 05 D 01U 06 U #18 COUPLER #18 LOCK NUT #18 LOCK NUTTEMPLATE - SW-12 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW12 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-12 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1212.01 161 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-12 REBAR PLAN SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 2 SW-12_ NORTH SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 3 SW-12_WEST SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 4 SW-12 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 6 SW-12 COUPLER PLAN @ SUPPORTING 8TH - 9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 7 SW-12 TOP TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR TEMPLATE - SW-12 _ 03 SW-12 - REBAR SCHEDULE - @ SUPPORTING 8TH - 9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-12 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-12 _ SUPPORTING 8TH-9TH MISC. TEMPLATE - SW-12 _ 03 SEE CAD FILE 2 26.40 lb 3/8" SW-12 _ SUPPORTING 8TH-9TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-12 _ SUPPORTING 8TH-9TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 340.80 lb SAME AS TOP NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 15. 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1213 6 SW-1213 6 SW-1213 5 SW-1213 5 SW-1213 4 SW-1213 4 SW-1213 1'-6"16'-10" 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1213 6 SW-1213 6 SW-1213 5 SW-1213 5 SW-1213 4 SW-1213 4 SW-1213 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6" 4'-0"13'-0" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 01U 10 U 02D 08 U 04D 05U 06 U 09 D 07 D 03U #18 COUPLER 2 SW-1213 2 SW-1213 3 SW-1213 3 SW-1213 4'-6" 33/4" 1' - 4 1/2" #18 LONGBARS@115/8"O.C. #18 2'-0" OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW13 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-13 SUPP. 8-9TH, 12-13TH (ALT.) KF/GC 13025 SW-1213.01 162 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 1/2" = 1'-0" 2 SW-13_ NORTH SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 3 SW-13_WEST SECTION @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 4 SW-13 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 5 SW-13 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 6 SW-13 COUPLER PLAN @ SUPPORTING 8TH-9TH, 12TH-13TH FLOORS 1/2" = 1'-0" 1 SW-13 REBAR PLAN SUPPORTING 8TH-9TH, 12TH-13TH FLOORS SW-13 - REBAR SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb 07 D #18 00 None None 1 18' - 4" 250.62 lb 08 U #18 00 None None 1 18' - 4" 250.62 lb 09 D #18 00 None None 1 18' - 4" 250.62 lb 10 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 10 10 183' - 4" 2506.17 lb SW-13 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH-9TH, 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-13 _ SUPPORTING 08TH-09TH, 12TH-13TH MISC. TEMPLATE - SW-13 _ 02 SEE CAD FILE 4 156.52 lb 3/8" SW-13 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 56 467.04 lb SW-13 _ SUPPORTING 08TH-09TH, 12TH-13TH TR 3006 #18 COUPLER S355J2G3 20 492.00 lb Grand total 80 1115.56 lb TEMPLATE - SW-13 _ 02 2X (2 X TYP.)(2 X TYP.)(2 X TYP.)(2 X TYP.) (2 X TYP.) (2 X TYP.) N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 16. 2 SW-1214 2 SW-1214 3 SW-1214 3 SW-1214 4'-0" 4'-0" 3" 5 5/8" #20 1' - 4 15/16" #20 3' - 3 1/2" #20 115/16" #20 LONGBARS@55/8"O.C. #202'-0" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1214 6 SW-1214 6 SW-1214 5 SW-1214 5 SW-1214 4 SW-1214 4 SW-1214 6" 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1214 6 SW-1214 6 SW-1214 5 SW-1214 5 SW-1214 4 SW-1214 4 SW-1214 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6" 4'-0"13'-0" TEMPLATE - SW-14 _ 02 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-14 _ 02 #20 LOCK NUT #20 LOCK NUT 17 U 16 D 15 U 06U U 07 D 08 D 10 14 U 13 D U 09 11 D 18 D 03U 12 U04D 05U 02D 01D #20 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW14 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-14 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1214.01 163 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 1/2" = 1'-0" 1 SW-14 REBAR PLAN SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 2 SW-14_ NORTH SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 3 SW-14_WEST SECTION @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 4 SW-14 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 5 SW-14 TOP TEMPLATE PLAN @ SUPPORTING 8TH-9TH FLOOR 1/2" = 1'-0" 6 SW-14 COUPLER PLAN @ SUPPORTING 8TH-9TH FLOOR SW-14 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-14 _ SUPPORTING 8TH - 9TH MISC. TEMPLATE - SW-14 _ 02 SEE CAD FILE 2 97.54 lb 3/8" SW-14 _ SUPPORTING 8TH - 9TH TR 2040 #20 LOCK NUT S355J2G3 44 484.88 lb SW-14 _ SUPPORTING 8TH - 9TH TR 3006 #20 COUPLER S355J2G3 18 471.60 lb Grand total 64 1054.02 lb SW-14 - REBAR SCHEDULE - @ SUPPORTING 8TH - 9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 18' - 4" 305.80 lb 02 D #20 00 None None 1 18' - 4" 305.80 lb 03 U #20 00 None None 1 18' - 4" 305.80 lb 04 D #20 00 None None 1 18' - 4" 305.80 lb 05 U #20 00 None None 1 18' - 4" 305.80 lb 06 U #20 00 None None 1 18' - 4" 305.80 lb 07 U #20 00 None None 1 18' - 4" 305.80 lb 08 D #20 00 None None 1 18' - 4" 305.80 lb 09 U #20 00 None None 1 18' - 4" 305.80 lb 10 D #20 00 None None 1 18' - 4" 305.80 lb 11 D #20 00 None None 1 18' - 4" 305.80 lb 12 U #20 00 None None 1 18' - 4" 305.80 lb 13 D #20 00 None None 1 18' - 4" 305.80 lb 14 U #20 00 None None 1 18' - 4" 305.80 lb 15 U #20 00 None None 1 18' - 4" 305.80 lb 16 D #20 00 None None 1 18' - 4" 305.80 lb 17 U #20 00 None None 1 18' - 4" 305.80 lb 18 D #20 00 None None 1 18' - 4" 305.80 lb Grand total: 18 18 330' - 0" 5504.40 lb TEMPLATE - SW-14 _ 02 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 17. 2 SW-1215 2 SW-1215 3 SW-1215 3 SW-1215 2'-0" 2'-51/2" 15/8" LONGBARS@1'-0"O.C. #18 1' - 6 1/2" #18 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 3 SW-1215 6 SW-1215 6 SW-1215 5 SW-1215 5 SW-1215 4 SW-1215 4 SW-1215 8TH FLOOR 134' - 5" 9TH FLOOR 143' - 7" 2 SW-1215 6 SW-1215 6 SW-1215 5 SW-1215 5 SW-1215 4 SW-1215 4 SW-1215 4'-6"9'-2"4'-8" 3'-10"12'-8" #18 LOCK NUT TEMPLATE - SW-19 _ 01 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-19 _ 01 01 U 06 U 02U 05 U 03U 04 U #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW19 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-19 SUPPORTING 8TH - 9TH (ALT.) KF/GC 13025 SW-1215.01 164 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-19 REBAR PLAN SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 2 SW-19_WEST SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 3 SW-19_ NORTH SECTION @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 4 SW-19 BOTTOM TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 5 SW-19 TOP TEMPLATE PLAN @ SUPPORTING 8TH - 9TH FLOOR 1/2" = 1'-0" 6 SW-19 COUPLER PLAN @ SUPPORTING 8TH - 9TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-19 _ 01 SW-19 - REBAR SCHEDULE - @ SUPPORTING 8TH - 9TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-19 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 8TH - 9TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-19 _ SUPPORTING 08TH-09TH MISC. TEMPLATE - SW-19 _ 01 SEE CAD FILE 2 34.16 lb 3/8" SW-19 _ SUPPORTING 08TH-09TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-19 _ SUPPORTING 08TH-09TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 348.56 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 18. 3 SW-1216 3 SW-1216 2 SW-1216 2 SW-1216 LONGBARS@77/16"O.C. #18 31/8" 4'-0" 4'-0" 53/8" LONG BARS @ 6 9/16" O.C. #18 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1216 4 SW-1216 4 SW-1216 5 SW-1216 5 SW-1216 6 SW-1216 6 SW-1216 STAGGER 3'-0"10'-8"5'-11"3'-0" 4'-0" TOPLATE 13'-93/8" 4'-6"9'-2"8'-11" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1216 4 SW-1216 4 SW-1216 5 SW-1216 5 SW-1216 6 SW-1216 6 SW-1216 6" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 LOCK NUT TEMPLATE - SW-01 _ 03 #18 LOCK NUT #18 COUPLER 01 U 17 U 22 D 20 D 21 U 19 U U 09 05U 04D 06D 03U 02D D 12 D 08 15 U 16 D D 10 13 U U 07 14 D 18 D U 11 U 11 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW1 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-01 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1216.01 165 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-01 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-01_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-01_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-01 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-01 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-01 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-01 _ 03 SAME AS TOP SW-01 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 D #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 D #18 00 None None 1 19' - 7" 267.70 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 D #18 00 None None 1 19' - 7" 267.70 lb 07 U #18 00 None None 1 19' - 7" 267.70 lb 08 D #18 00 None None 1 19' - 7" 267.70 lb 09 U #18 00 None None 1 19' - 7" 267.70 lb 10 D #18 00 None None 1 19' - 7" 267.70 lb 11 U #18 00 None None 1 19' - 7" 267.70 lb 12 D #18 00 None None 1 19' - 7" 267.70 lb 13 U #18 00 None None 1 19' - 7" 267.70 lb 14 D #18 00 None None 1 19' - 7" 267.70 lb 15 U #18 00 None None 1 19' - 7" 267.70 lb 16 D #18 00 None None 1 19' - 7" 267.70 lb 17 U #18 00 None None 1 19' - 7" 267.70 lb 18 D #18 00 None None 1 19' - 7" 267.70 lb 19 U #18 00 None None 1 19' - 7" 267.70 lb 20 D #18 00 None None 1 19' - 7" 267.70 lb 21 U #18 00 None None 1 19' - 7" 267.70 lb 22 D #18 00 None None 1 19' - 7" 267.70 lb Grand total: 22 22 430' - 10" 5889.49 lb SW-01 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-01 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-01 _ 03 SEE CAD FILE 2 118.60 lb 3/8" SW-01 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 52 433.68 lb SW-01 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 22 541.20 lb Grand total 76 1093.48 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 19. 2 SW-1217 2 SW-1217 3 SW-1217 3 SW-1217 1'-6" 2'-11 1/4" LONG BARS @ 8 7/8" O.C. #20 67/8" #20 55/8" 3" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1217 4 SW-1217 4 SW-1217 6 SW-1217 6 SW-1217 5 SW-1217 5 SW-1217 7 SW-1217 7 SW-1217 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1217 4 SW-1217 4 SW-1217 6 SW-1217 6 SW-1217 5 SW-1217 5 SW-1217 7 SW-1217 7 SW-1217 TEMPLATE - SW-03 _ 04 TEMPLATE - SW-03 _ 03 4'-6"9'-2"8'-11" STAGGER 3'-0"1'-6"15'-1"3'-0" 1'-0"2'-01/2"12'-01/2"4'-6" #20 ANCHOR #20 -- #18 TRANSITION COUPLER 01U 08 D 07 U 06 D 02D U 03 D 04 U 05 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-03 _ 03 #20 LOCK NUT TEMPLATE - SW-03 _ 04 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-03 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1217.01 166 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-03_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-03_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-03 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 7 SW-03 MID. TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR TEMPLATE - SW-03 _ 03TEMPLATE - SW-03 _ 04 SAME AS BOTTOM SW-03 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #20 00 None None 1 19' - 7" 326.65 lb 02 D #20 00 None None 1 19' - 7" 326.65 lb 03 U #20 00 None None 1 14' - 11 1/2" 249.51 lb 04 D #20 00 None None 1 19' - 7" 326.65 lb 05 U #20 00 None None 1 19' - 7" 326.65 lb 06 D #20 00 None None 1 19' - 7" 326.65 lb 07 U #20 00 None None 1 14' - 11 1/2" 249.51 lb 08 D #20 00 None None 1 19' - 7" 326.65 lb Grand total: 8 8 147' - 5" 2458.91 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-03 _ 03 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-03 _ 04 SEE CAD FILE 1 0.00 lb 3/8" SW-03 _ SUPPORTING 10TH-11TH TR 2040 #20 LOCK NUT S355J2G3 34 374.68 lb SW-03 _ SUPPORTING 10TH-11TH TR 2073 #20 ANCHOR S355J2G3 2 38.18 lb SW-03 _ SUPPORTING 10TH-11TH TR 3006 #20 -- #18 TRANSITION COUPLER S355J2G3-T 6 157.20 lb Grand total 45 570.06 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 20. 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1218 6 SW-1218 6 SW-1218 5 SW-1218 5 SW-1218 4 SW-1218 4 SW-1218 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1218 6 SW-1218 6 SW-1218 5 SW-1218 5 SW-1218 4 SW-1218 4 SW-1218 TOPLATE 14'-3"4'-4" STAGGER 3'-0"1'-6"9'-2"5'-11"3'-0" 4'-6"18'-1" #18 LOCK NUT TEMPLATE - SW-05 _ 01 #18 LOCK NUT TEMPLATE - SW-05 _ 01 U 02 D 03 U 04 05 D 01 D 06 U #18 COUPLER LONG BARS @ 5 3/8" O.C. #18 1'-03/4" #18 1'-4" 11/2" 2 SW-1218 2 SW-1218 3 SW-1218 3 SW-1218 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1218.01 167 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-05 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR TEMPLATE - SW-05 _ 01 SAME AS TOP SW-05 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 19' - 7" 267.70 lb 02 U #18 00 None None 1 19' - 7" 267.70 lb 03 D #18 00 None None 1 19' - 7" 267.70 lb 04 U #18 00 None None 1 19' - 7" 267.70 lb 05 D #18 00 None None 1 19' - 7" 267.70 lb 06 U #18 00 None None 1 19' - 7" 267.70 lb Grand total: 6 6 117' - 6" 1606.23 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 332.12 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 1/2" = 1'-0" 1 SW-05 REBAR PLAN SUPPORTING 10TH-11TH FLOOR
  • 21. 2 SW-1219 2 SW-1219 3 SW-1219 3 SW-1219 LONG BARS @ 6 9/16" O.C. #20 LONGBARS@515/16"O.C. #20 4'-0" 4'-0" 3" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1219 6 SW-1219 6 SW-1219 5 SW-1219 5 SW-1219 4 SW-1219 4 SW-1219 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1219 6 SW-1219 6 SW-1219 5 SW-1219 5 SW-1219 4 SW-1219 4 SW-1219 4'-0" TOPLATE 13'-93/8" 3'-0"1'-6"9'-2"5'-11"3'-0" 4'-6"18'-1" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-06 _ 06 #20 COUPLER 01 D 02U 24 U 23 D 22 U 21 D 20 U 19 D 03D 04U 05D 06U 07D 18 U 17 D 16 U 15 D 14 U D 13 D 09 U 08 D 11 U 12 U 10 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW6 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-06 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1219.01 168 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-06 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-06_WEST SECTION @ SUPPORTING 10TH-11TH FLOORS 1/2" = 1'-0" 3 SW-06_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-06 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-06 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-06 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-06 _ 06 SW-06 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-06 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-06 _ 06 SEE CAD FILE 2 127.54 lb 3/8" SW-06 _ SUPPORTING 10TH-11TH TR 2040 #20 LOCK NUT S355J2G3 56 617.12 lb SW-06 _ SUPPORTING 10TH-11TH TR 3006 #20 COUPLER S355J2G3 24 628.80 lb Grand total 82 1373.46 lb SW-06 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 19' - 7" 326.65 lb 02 U #20 00 None None 1 19' - 7" 326.65 lb 03 D #20 00 None None 1 19' - 7" 326.65 lb 04 U #20 00 None None 1 19' - 7" 326.65 lb 05 D #20 00 None None 1 19' - 7" 326.65 lb 06 U #20 00 None None 1 19' - 7" 326.65 lb 07 D #20 00 None None 1 19' - 7" 326.65 lb 08 U #20 00 None None 1 19' - 7" 326.65 lb 09 D #20 00 None None 1 19' - 7" 326.65 lb 10 U #20 00 None None 1 19' - 7" 326.65 lb 11 D #20 00 None None 1 19' - 7" 326.65 lb 12 U #20 00 None None 1 19' - 7" 326.65 lb 13 D #20 00 None None 1 19' - 7" 326.65 lb 14 U #20 00 None None 1 19' - 7" 326.65 lb 15 D #20 00 None None 1 19' - 7" 326.65 lb 16 U #20 00 None None 1 19' - 7" 326.65 lb 17 D #20 00 None None 1 19' - 7" 326.65 lb 18 U #20 00 None None 1 19' - 7" 326.65 lb 19 D #20 00 None None 1 19' - 7" 326.65 lb 20 U #20 00 None None 1 19' - 7" 326.65 lb 21 D #20 00 None None 1 19' - 7" 326.65 lb 22 U #20 00 None None 1 19' - 7" 326.65 lb 23 D #20 00 None None 1 19' - 7" 326.65 lb 24 U #20 00 None None 1 19' - 7" 326.65 lb Grand total: 24 24 470' - 0" 7839.60 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 22. 2 SW-1220 2 SW-1220 3 SW-1220 3 SW-1220 1'-8 5/8" 1'-65/8" LONG BARS @ 6 13/16" O.C. #18 23/8" 2 3/8" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1220 4 SW-1220 4 SW-1220 6 SW-1220 6 SW-1220 5 SW-1220 5 SW-1220 6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1220 4 SW-1220 4 SW-1220 6 SW-1220 6 SW-1220 5 SW-1220 5 SW-1220 14'-3"4'-4" 1'-10"4'-6"9'-2"5'-11"3'-0" BAR PASSES THROUGH TEMPLATE ABOVE Ld 6'-4" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 D 04 07 U 06 D 08 D 01 U 02D 03U U 05 #18 COUPLER #18 LOCK NUT #18 LOCK NUTTEMPLATE - SW-07 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUPPORTING 10TH-11TH (ALT.) KF/GC 13025 SW-1220.01 169 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-07_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-07_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-07 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-07 _ 03 SW-07 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 D #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 D #18 00 None None 1 24' - 5" 333.78 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 D #18 00 None None 1 19' - 7" 267.70 lb 07 U #18 00 None None 1 19' - 7" 267.70 lb 08 D #18 00 None None 1 24' - 5" 333.78 lb Grand total: 8 8 166' - 4" 2273.78 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 24 200.16 lb SW-07 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 32 368.32 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 23. 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 5 SW-1221 5 SW-1221 6 SW-1221 6 SW-1221 4 SW-1221 4 SW-1221 3 SW-1221 3 SW-1221 4'-6" 6" Ld 6'-10" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 5 SW-1221 5 SW-1221 6 SW-1221 6 SW-1221 4 SW-1221 4 SW-1221 2 SW-1221 2 SW-1221 13'-8"8'-11" 3'-0"1'-6" 6" 3 SW-1221 3 SW-1221 2 SW-1221 2 SW-1221 1' - 4" #18 LONGBARS@6"O.C. #18 2'-0" 1'-8" 27/8" 2 7/8" #18 LOCK NUT TEMPLATE - SW-12 _ 03 #18 LOCK NUT U 04 02U D 03 05 D 01U 06 U #18 LOCK NUT #18 LOCK NUTTEMPLATE - SW-12 _ 03 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW12 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-12 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1221.01 170 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 2 SW-12_WEST SECTION @ SUPPORTING 10TH FLOOR 1/2" = 1'-0" 3 SW-12_ NORTH SECTION @ SUPPORTING 10TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 1 SW-12 REBAR PLAN SUPPORTING 10TH FLOOR 1/2" = 1'-0" 4 SW-12 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH FLOOR 1/2" = 1'-0" 5 SW-12 COUPLER PLAN @ SUPPORTING 10TH FLOOR 1/2" = 1'-0" 6 SW-12 TOP TEMPLATE PLAN @ SUPPORTING 10TH FLOOR TEMPLATE - SW-12 _ 03 SAME AS TOP SW-12 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH - 11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-12 _ SUPPORTING 10TH - 11TH MISC. TEMPLATE - SW-12 _ 03 SEE CAD FILE 2 26.40 lb 3/8" SW-12 _ SUPPORTING 10TH - 11TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-12 _ SUPPORTING 10TH - 11TH TR 3006 #18 COUPLER S355J2G3 3 73.80 lb Grand total 25 267.00 lb SW-12 - REBAR SCHEDULE - @ SUPPORTING 10TH - 11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 21' - 11" 299.60 lb 02 U #18 00 None None 1 19' - 7" 267.70 lb 03 D #18 00 None None 1 19' - 7" 267.70 lb 04 U #18 00 None None 1 19' - 7" 267.70 lb 05 D #18 00 None None 1 24' - 11" 340.61 lb 06 U #18 00 None None 1 21' - 11" 299.60 lb Grand total: 6 6 127' - 6" 1742.93 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 24. 2 SW-1222 2 SW-1222 3 SW-1222 3 SW-1222 1' - 4 1/2" #18 LONGBARS@115/8"O.C. #18 4'-6" 33/4" 2'-0" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1222 6 SW-1222 6 SW-1222 5 SW-1222 5 SW-1222 4 SW-1222 4 SW-1222 6"9'-2"4'-7"4'-4" 1'-6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1222 6 SW-1222 6 SW-1222 5 SW-1222 5 SW-1222 4 SW-1222 4 SW-1222 STAGGER 3'-0"10'-8"5'-11"3'-0" 13'-8"8'-11" 4'-0" TOPLATE 14'-3" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-13 _ 02 #18 COUPLER 01U 10 U 02D 08 U 04D 05U 06 U 09 D 07 D 03U OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW13 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-13 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1222.01 171 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-13 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-13_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-13_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-13 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-13 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-13 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-13 _ 02 SW-13 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH FLOOR MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 D #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 D #18 00 None None 1 19' - 7" 267.70 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 U #18 00 None None 1 19' - 7" 267.70 lb 07 D #18 00 None None 1 19' - 7" 267.70 lb 08 U #18 00 None None 1 19' - 7" 267.70 lb 09 D #18 00 None None 1 19' - 7" 267.70 lb 10 U #18 00 None None 1 19' - 7" 267.70 lb Grand total: 10 10 195' - 10" 2677.04 lb SW-13 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH FLOOR MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-13 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-13 _ 02 SEE CAD FILE 2 78.26 lb 3/8" SW-13 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 28 233.52 lb SW-13 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 10 246.00 lb Grand total 40 557.78 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 25. 3 SW-1223 3 SW-1223 2 SW-1223 2 SW-1223 4'-0" 4'-0" 3" 115/16" #20 LONGBARS@55/8"O.C. #20 115/16" #20 5 5/8" #20 1' - 4 15/16" #20 3' - 3 1/2" #20 2'-0" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1223 5 SW-1223 5 SW-1223 6 SW-1223 6 SW-1223 4 SW-1223 4 SW-1223 4'-0" TOPLATE 14'-3" 6" Ld 6'-10" ALLOW BARS TO PASS THROUGH TEMPLATE WHERE NECESSARY 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1223 5 SW-1223 5 SW-1223 6 SW-1223 6 SW-1223 4 SW-1223 4 SW-1223 8'-11" STAGGER 3'-0"1'-6"9'-2"5'-11"3'-0" 4'-6" #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-14 _ 02 17 U D 16 15 U 06U U 07 D 08 D 10 14 U 13 D U 09 11 D 18 D 03U 12 U04D 05U 02D 01 D #20 -- #18 TRANSITION COUPLER #20 LOCK NUT #20 LOCK NUT TEMPLATE - SW-14 _ 02 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW14 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-14 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1223.01 172 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-14 REBAR PLAN SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 2 SW-14_WEST SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 3 SW-14_ NORTH SECTION @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 4 SW-14 BOTTOM TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 5 SW-14 COUPLER PLAN @ SUPPORTING 10TH-11TH FLOOR 1/2" = 1'-0" 6 SW-14 TOP TEMPLATE PLAN @ SUPPORTING 10TH-11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-14 _ 02 SW-14 - REBAR SCHEDULE - @ SUPPORTING 10TH-11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #20 00 None None 1 19' - 7" 326.65 lb 02 D #20 00 None None 1 19' - 7" 326.65 lb 03 U #20 00 None None 1 21' - 11" 365.57 lb 04 D #20 00 None None 1 24' - 11" 415.61 lb 05 U #20 00 None None 1 19' - 7" 326.65 lb 06 U #20 00 None None 1 19' - 7" 326.65 lb 07 U #20 00 None None 1 19' - 7" 326.65 lb 08 D #20 00 None None 1 19' - 7" 326.65 lb 09 U #20 00 None None 1 19' - 7" 326.65 lb 10 D #20 00 None None 1 19' - 7" 326.65 lb 11 D #20 00 None None 1 19' - 7" 326.65 lb 12 U #20 00 None None 1 21' - 11" 365.57 lb 13 D #20 00 None None 1 24' - 11" 415.61 lb 14 U #20 00 None None 1 19' - 7" 326.65 lb 15 U #20 00 None None 1 19' - 7" 326.65 lb 16 D #20 00 None None 1 19' - 7" 326.65 lb 17 U #20 00 None None 1 19' - 7" 326.65 lb 18 D #20 00 None None 1 19' - 7" 326.65 lb Grand total: 18 18 367' - 10" 6135.46 lb SW-14 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-14 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-14 _ 02 SEE CAD FILE 2 97.54 lb 3/8" SW-14 _ SUPPORTING 10TH-11TH TR 2040 #20 LOCK NUT S355J2G3 44 484.88 lb SW-14 _ SUPPORTING 10TH-11TH TR 3006 #20 -- #18 TRANSITION COUPLER S355J2G3-T 14 366.80 lb Grand total 60 949.22 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 26. 2 SW-1224 2 SW-1224 3 SW-1224 3 SW-1224 2'-51/2" 1' - 6 1/2" #18 LONGBARS@1'-0"O.C. #18 15/8" 2'-0" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 3 SW-1224 3 SW-1224 6 SW-1224 6 SW-1224 5 SW-1224 5 SW-1224 4 SW-1224 4 SW-1224 19'-7" 4'-6" 10TH FLOOR 154' - 0" 11TH FLOOR 163' - 2" 2 SW-1224 2 SW-1224 6 SW-1224 6 SW-1224 5 SW-1224 5 SW-1224 4 SW-1224 4 SW-1224 19'-7" 4'-6" 8" #18 LOCK NUT TEMPLATE - SW-19 _ 01#18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-19 _ 01 01U 06 U 02U 05 U 03U 04 U #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW19 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-19 SUPPORTING 10TH - 11TH (ALT.) KF/GC 13025 SW-1224.01 173 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-19 REBAR PLAN SUPPORTING SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 2 SW-19_WEST SECTION @ SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 3 SW-19_ NORTH SECTION @ SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 4 SW-19 BOTTOM TEMPLATE PLAN @ SUPPORTING SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 5 SW-19 TOP TEMPLATE PLAN @ SUPPORTING SUPPORTING 10TH - 11TH FLOOR 1/2" = 1'-0" 6 SW-19 COUPLER PLAN @ SUPPORTING SUPPORTING 10TH - 11TH FLOOR MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-19 _ 01 SW-19 - REBAR SCHEDULE - @ SUPPORTING 10TH -11TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 19' - 7" 267.70 lb 02 U #18 00 None None 1 19' - 7" 267.70 lb 03 U #18 00 None None 1 19' - 7" 267.70 lb 04 U #18 00 None None 1 19' - 7" 267.70 lb 05 U #18 00 None None 1 19' - 7" 267.70 lb 06 U #18 00 None None 1 19' - 7" 267.70 lb Grand total: 6 6 117' - 6" 1606.23 lb SW-19 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 10TH-11TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-19 _ SUPPORTING 10TH-11TH MISC. TEMPLATE - SW-19 _ 01 SEE CAD FILE 2 34.16 lb 3/8" SW-19 _ SUPPORTING 10TH-11TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-19 _ SUPPORTING 10TH-11TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 348.56 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 27. 2 SW-1225 2 SW-1225 3 SW-1225 3 SW-1225 8 7/8" #18 67/8" #18 67/8" #18 2'-11 1/4" 1'-6" 3 1/8" 1' - 5 13/16" #18 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1225 5 SW-1225 5 SW-1225 6 SW-1225 6 SW-1225 4 SW-1225 4 SW-1225 4'-31/2" 3'-0"1'-6"13'-10"3'-0" 4'-6"9'-2"7'-8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1225 5 SW-1225 5 SW-1225 6 SW-1225 6 SW-1225 4 SW-1225 4 SW-1225 6" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-03 _ 04 01 U 08 D 06 D D 02 D 04 U 05 #18 COUPLER #18 LOCK NUT TEMPLATE - SW-03 _ 04 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW3 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-03 SUPPORTING 12TH - 13TH (ALT.) KF/GC 13025 SW-1225.01 174 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-03 REBAR PLAN SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 2 SW-03_ NORTH SECTION @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 3 SW-03_WEST SECTION @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 4 SW-03 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 5 SW-03 COUPLER PLAN @ SUPPORTING 12TH - 13TH FLOORS 1/2" = 1'-0" 6 SW-03 TOP TEMPLATE PLAN @ SUPPORTING 12TH - 13TH FLOORS MIDDLE TEMPLATE(S) - CUT LINES TEMPLATE - SW-03 _ 04 SAME AS TOP SW-03 - REBAR SCHEDULE - @ SUPPORTING 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 04 D #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-03 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-03 _ SUPPORTING 12TH-13TH MISC. TEMPLATE - SW-03 _ 04 SEE CAD FILE 2 0.00 lb 3/8" SW-03 _ SUPPORTING 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-03 _ SUPPORTING 12TH-13TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 314.40 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14
  • 28. 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1226 5 SW-1226 5 SW-1226 6 SW-1226 6 SW-1226 4 SW-1226 4 SW-1226 13'-0" TOPLATE 4'-4" STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1226 5 SW-1226 5 SW-1226 6 SW-1226 6 SW-1226 4 SW-1226 4 SW-1226 ALLOW BARS TO PASS FROM BELOW Ld 6'-10" 6" #18 LOCK NUT TEMPLATE - SW-05 _ 01 U 02 D 03 U 04 01 D 06 U 05 D #18 LOCK NUT TEMPLATE - SW-05 _ 01 2 SW-1226 2 SW-1226 3 SW-1226 3 SW-1226 LONG BARS @ 5 3/8" O.C. #18 1' - 4" 1'-6" 1'-03/4" #18 OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW5 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-05 SUPPORTING 12TH - 13TH (ALT.) KF/GC 13025 SW-1226.01 175 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-05_WEST SECTION @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 3 SW-05_ NORTH SECTION @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 4 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 5 SW-05 COUPLER PLAN @ SUPPORTING 12TH-13TH FLOOR 1/2" = 1'-0" 6 SW-05 TOP TEMPLATE PLAN @ SUPPORTING 12TH-13TH FLOOR SAME AS TOP TEMPLATE - SW-05 _ 01 SW-05 - REBAR SCHEDULE - @ SUPPORTING 12TH-13TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 18' - 4" 250.62 lb 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 23' - 8" 323.52 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 20' - 8" 282.51 lb Grand total: 6 6 117' - 8" 1608.50 lb SW-05 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH-13TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-05 _ SUPPORTING 12TH-13TH MISC. TEMPLATE - SW-05 _ 01 SEE CAD FILE 2 17.72 lb 3/8" SW-05 _ SUPPORTING 12TH-13TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-05 _ SUPPORTING 12TH-13TH TR 3006 #18 COUPLER S355J2G3 4 98.40 lb Grand total 26 282.92 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 1/2" = 1'-0" 7 SW-05 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH-13TH FLOOR
  • 29. 3 SW-1227 3 SW-1227 2 SW-1227 2 SW-1227 LONGBARS@513/16"O.C. #18 1' - 1 11/16" #18 1'-65/8" 1'-8 5/8" 23/8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1227 4 SW-1227 4 SW-1227 5 SW-1227 5 SW-1227 6 SW-1227 6 SW-1227 4'-8" TOPLATE 13'-0"1'-4" 6" ALLOW BAR TO PASS THROUGH TEMPLATE 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1227 4 SW-1227 4 SW-1227 5 SW-1227 5 SW-1227 6 SW-1227 6 SW-1227 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6"16'-10" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-07 _ 03 06 U 05 D 01U 02D 03U 04 U #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW7 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-07 SUP. 12-19TH, 22ND-25TH (ALT.) KF/GC 13025 SW-1227.01 176 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-07 REBAR PLAN SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 2 SW-07_ NORTH SECTION @ SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 3 SW-07_WEST SECTION @ SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 4 SW-07 BOTTOM TEMPLATE PLAN @ 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 5 SW-07 TOP TEMPLATE PLAN @ SUPPORTING 12-19TH, 22ND-25TH FLOORS 1/2" = 1'-0" 6 SW-07 COUPLER PLAN @ SUPPORTING 12-19TH, 22ND-25TH FLOORS MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP SW-07 - REBAR SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 25TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 U #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 D #18 00 None None 1 18' - 4" 250.62 lb 06 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 6 6 110' - 0" 1503.70 lb SW-07 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 25TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTIT Y WEIGHT (lb) PLATE THICKNESS SW-07 _ SUPPORTING 12TH-19TH, 22ND-25TH MISC. TEMPLATE - SW-07 _ 03 SEE CAD FILE 2 20.56 lb 3/8" SW-07 _ SUPPORTING 12TH-19TH, 22ND-25TH TR 2040 #18 LOCK NUT S355J2G3 20 166.80 lb SW-07 _ SUPPORTING 12TH-19TH, 22ND-25TH TR 3006 #18 COUPLER S355J2G3 6 147.60 lb Grand total 28 334.96 lb TEMPLATE - SW-07 _ 03 NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 6X (6 X TYP.)(6 X TYP.)(6 X TYP.)(6 X TYP.) (6 X TYP.) (6 X TYP.)
  • 30. 1 SW-1228 1 SW-1228 3 SW-1228 3 SW-1228 LONG BARS @ 8" O.C. #18 1'-8" 2' - 0" 27/8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1228 3 SW-1228 5 SW-1228 5 SW-1228 6 SW-1228 6 SW-1228 4 SW-1228 4 SW-1228 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 1 SW-1228 1 SW-1228 5 SW-1228 5 SW-1228 6 SW-1228 6 SW-1228 4 SW-1228 4 SW-1228 #18 COUPLER 04 U 02 U 03 D OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW12 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-12 SUPPORTING 12TH - 17TH (ALT.) KF/GC 13025 SW-1228.01 177 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F.MIDDLE TEMPLATE(S) - CUT LINES 1/2" = 1'-0" 2 SW-12 REBAR PLAN SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 1 SW-12_ NORTH SECTION @ SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 3 SW-12_WEST SECTION @ SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 4 SW-12 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH -17TH FLOORS 1/2" = 1'-0" 5 SW-12 COUPLER PLAN @ SUPPORTING 12TH - 17TH FLOORS 1/2" = 1'-0" 6 SW-12 TOP TEMPLATE PLAN @ SUPPORTING 12TH - 17TH FLOORS SW-12 - REBAR SCHEDULE - @ SUPPORTING 12TH - 17TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 02 U #18 00 None None 1 18' - 4" 250.62 lb 03 D #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb Grand total: 3 3 55' - 0" 751.85 lb SW-12 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH - 17TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-12 _ SUPPORTING 12TH-17TH TR 3006 #18 COUPLER S355J2G3 3 73.80 lb Grand total 3 73.80 lb -NO TEMPLATE REQUIRED--NO TEMPLATE REQUIRED- -NO TEMPLATE REQUIRED- NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 3X (3 X TYP.)(3 X TYP.)(3 X TYP.)(3 X TYP.) (3 X TYP.) (3 X TYP.)
  • 31. 2 SW-1223 2 SW-1223 3 SW-1229 3 SW-1229 5 5/8" #18 5 5/8" #18 4'-0" 4'-0" SW-14 _ SUPPORTING 10TH - 11TH EQ 1'-415/16" EQ #18 31/8" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 3 SW-1229 6 SW-1229 6 SW-1229 5 SW-1229 5 SW-1229 4 SW-1229 4 SW-1229 6" 12TH FLOOR 172' - 4" 13TH FLOOR 181' - 6" 2 SW-1229 6 SW-1229 6 SW-1229 5 SW-1229 5 SW-1229 4 SW-1229 4 SW-1229 STAGGER 3'-0"1'-6"9'-2"4'-8"3'-0" 4'-6" 4'-0" TOPLATE 13'-0" #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-14 _ 03 #18 LOCK NUT #18 LOCK NUT TEMPLATE - SW-14 _ 03 01 D 13 U 12 D 11 U 04U U 05 D 06 D 08 10 U U 07 09 D 14 D 03U 02D #18 COUPLER OF DWG. N°: DRAWING TITLE: DateSEAL Project N°: 670 BERGEN BOULEVARD FLOOR 2 RIDGEFIELD NJ 07657 Drawn By: KEY PLAN: SCALE:N CONSULTING ENGINEERS associates, inc. 192 SHEAR WALL CAGE LOCATIONS SW14 1/2" = 1'-0" 07.17.14 AvalonWilloughbySquare 100WILLOUGHBYSTREETBROOKLYN,NEWYORK SW-14 SUP. 12-19TH, 22ND-23TH (ALT.) KF/GC 13025 SW-1229.01 178 TOP TEMPLATE - CUT LINES NOTE: REQUIRED LOCK NUT TOP & BOTTOM FACE OF TEMPLATE @ CORNER LOCATIONS (TYP) BOTTOM TEMPLATE - CUT LINES NOTE: FOR TIE STEEL LAYOUT PLEASE REFER TO RECORD SET DATED 04.10.14 ESTIMATED REBAR CAGE WEIGHT - V.I.F. 1/2" = 1'-0" 1 SW-14 REBAR PLAN SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 2 SW-14_WEST SECTION @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 3 SW-14_ NORTH SECTION @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 4 SW-14 BOTTOM TEMPLATE PLAN @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS 1/2" = 1'-0" 5 SW-14 TOP TEMPLATE PLAN @ SUPPORTING 12TH - 19TH, & 21ST - 23TH FLOORS 1/2" = 1'-0" 6 SW-14 COUPLER PLAN @ SUPPORTING 12TH - 19TH, & 22ND - 23TH FLOORS MIDDLE TEMPLATE(S) - CUT LINES SAME AS TOP TEMPLATE - SW-14 _ 03 SW-14 - REBAR SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 23TH MARK UP / DOWN # SHAPE TOP HOOK BOT. HOOK QUANTITY TOTAL BAR LENGTH (FT) WEIGHT (lb) 01 D #18 00 None None 1 18' - 4" 250.62 lb 02 D #18 00 None None 1 18' - 4" 250.62 lb 03 U #18 00 None None 1 18' - 4" 250.62 lb 04 U #18 00 None None 1 18' - 4" 250.62 lb 05 U #18 00 None None 1 18' - 4" 250.62 lb 06 D #18 00 None None 1 18' - 4" 250.62 lb 07 U #18 00 None None 1 18' - 4" 250.62 lb 08 D #18 00 None None 1 18' - 4" 250.62 lb 09 D #18 00 None None 1 18' - 4" 250.62 lb 10 U #18 00 None None 1 18' - 4" 250.62 lb 11 U #18 00 None None 1 18' - 4" 250.62 lb 12 D #18 00 None None 1 18' - 4" 250.62 lb 13 U #18 00 None None 1 18' - 4" 250.62 lb 14 D #18 00 None None 1 18' - 4" 250.62 lb Grand total: 14 14 256' - 8" 3508.63 lb SW-14 - ACCESSORIES / TEMPLATES SCHEDULE - @ SUPPORTING 12TH - 19TH, 22ND - 23TH MEMBER ID (W1,TC1,LB1) PART NUMBER TYPE DESCRIPTION QUANTITY WEIGHT (lb) PLATE THICKNESS SW-14 _SUPPORTING 12TH-19TH, 22ND-23RD MISC. TEMPLATE - SW-14 _ 03 SEE CAD FILE 2 98.06 lb 3/8" SW-14 _SUPPORTING 12TH-19TH, 22ND-23RD TR 2040 #18 LOCK NUT S355J2G3 36 300.24 lb SW-14 _SUPPORTING 12TH-19TH, 22ND-23RD TR 3006 #18 COUPLER S355J2G3 14 344.40 lb Grand total 52 742.70 lb NOTE: FOR TIE STEEL QUANTITIES PLEASE REFER TO RECORD SET DATED 04.10.14 N° Revision: Date: 01 ALTERNATE DOUBLE LIFT DESIGN 07.17.14 5X (5 X TYP.)(5 X TYP.)(5 X TYP.)(5 X TYP.) (5 X TYP.) (5 X TYP.)