The URL can be used to link to this page

CITY HALL EXPANSION 2005M:1WSC1WS44421R1.dgn 10106/2004 01:00:00 PM EXISTING NEW * CORE HOLE Y4 O LARGER WALL WALL THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH MANUF, PRINTED INSTRUCTIONS. T FTG EL MATCH EXISTING *ADD (3) #5x2'-6" CTR'D. DRILL & EPDXY GROUT (8" MIN.) INTO EXISTING FTG. CMU WALL REINF, SEE GEN NOTES CONT BOT REINF, (SEE FTG DETAIL) SECTION i5 SCALE: 3/* CONC SLAB, SEE PLAN SLAB REINF, SEE PLAN Z 4 4 W W N EXTERIOR �- GRADE, SEE CIVIL 3--#5- PONT. W/ #3 036" TRANSV MAW8C\WS4442\R1.dgn 10/06/200412:40:53 PM — CONT #4, SEE PLAN -- WWF, SEE PLAN a R EL. i Wo D:ISTG N0. CONC COL W g: ALL WALLS ARE TO BE BRACED t DURING CONSTRUCTION AFTER JIPAR P WALL HEIGHT EXCEEDS 2'--0" FROM TOP OF FTG, UNTIL t t FLOOR SLAB IS PRESENT t t t CMU WALL REINF, _ _L SEE GEN NOTES EXiSTG 18"0 ~�'' CONC COL i� � NEW 8" CMU WALL, FIELD u5 SEE PLAN PROJ ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA _ L ir CONTR C. C. BORDEN CONSTRUCT I ON If -t4 T X G G it t EL, SEE PLAN t i � t 1 DOMESTIC CMU WALL REINF, Cy A3) SEE GEN NOTES NQM. ALL WAS ARE TO BE BRACED NEW 8" CMU WALL, DURING CONSTRUCTION AFTER SEE PLAN WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT �-•- - DOWELS SAME AS VERT�SA2) REINF, SEE GEN NOTES CONT FTG, SEE PLAN SECTION _. SCALE: NTS S-5 SECTION SCALE: NTS DRILL & EPDXY GROUT DWLS (8" MIN) INTO EXISTING FTG AS REQ'D (SEE GENERAL NOTES) #Gw !1-11 6-#6 EQ SPA W/ #3 TIES 0 12" FULL HEIGHT a s v � a gN FTG REINF; 3EE SCHED FTG SECTION t.c-As ir \4:i .not - t.-' ��t�t �?Gv tr� 18"0 CONCRETE COL BEYOND i t a. w t t i CONC BEAM 4--#6 CONT TOP 4-#6 CONT BOT t #3 TIES AS SHOWN (SEE SECT .10/S-5) 3 2 1 4 SECTION 8 SCALE: NTS 5--5 L, WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. OETAIL DIMENSIONS ORIGIN, ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS NOT NECESSARY, N0. I PRINTS uaIE LKI OOV. STEEL I NS N OM PA N Y JACKSONVILLE, FLORIDA 10 JIPAR P 10/06/04 ARCH. 2ND CONREECORD DESC SECTIONS SHOP FIELD u5 PROJ ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCT I ON DOMESTIC MADE JEC SHEET NO. R3 CONT. WS 4 4 4 2 GR60 PLAIN CHK GR60 EPDXY BY DATE GR60 GAR. 18"0 CONCRETE COL BEYOND l EXISTG 18"o CONC COL EXISTG IN SLAB --� CONC BM SECTION r2 SCALE: NTS S-6 CONC FILL 0 RECESS, SEE PLAN wz a NEW IN SLAB CONC BEAM, SEE 10/S-5 SIM DRILL & EPDXY GROUT #6 BARS INTO EXISTING CONC COL PER GENERAL NOTES EXISTG EDGE --� SLAB BEAM SECTION SCALE: NTS S-•6. ANCHOR BOLT, SEE SCHEDULE ON SMT S-7 NEW CONC SLAB W/ WWF, SEE PLAN w cn COMPACTED FILL NEW 8" CMU WALL, SEE PLAN M:1WSC\WS44421R1.dgn 10/06/2004 12:41:58 PM REMOVE EXISTG CURB AS REQ'D 2x STUD WALL SEE GEN NOTES 2 tn� CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN NEW CONC BEAM W/ 2-#4 T&B & #3 TIES 0 12". *DRILL AND EPDXY #4 BARS x 48" LG 0 INTERSE011ON OF EXISTG BEAM ►.- 4!0 SECTION 8 SCALE: NTS S-6 NEW CONC BEAM W/ 2--#4 T&B & #3 TIES 0 12 it EXISTG EDGE SLAB BEAM SLAB REINF, SEE PLAN • ° _ '';•� • .. SEE PLAN M #5x1'-6"018" EPDXIED 10►► INTO EXISTG SLAB, SEE GENERAL NOTES SECTION 3 SCALE: NTS S-6 ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLA13 W/ WWF, SEE. PLAN COMPACTED FILL NEW 8" CMU MALL., SEE PLAN SECTION 7 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING EXISTING DBL -- SHEATHING AND REPLACE WITH MIN )r OSB 2x TOP 'PLATE (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING EXISTING ROOF AT ALL EDGES w/ 8d NAILS 0'r SPA AND 8d SHEATHING NAILS 0 12" SPA AT INTERMEDIATE SUPPORTS EXISTING DBL 2-SIMPSON MSTA30 .2x TOP' PLATE w/ 8-10d NAILS (4 EA SIDE) INTO 3-;2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD . ..:.. TO EA PLATE AS SHOWN --------- B NEW WOOD'BEAM,. EL 18'--2 i (FIELD V&") ;%2 2 �5 EXISTING NEW 5h"x3X' TIMBER TRUSS BEYOND NEW PL Y4x4x4 STRAND"(1.3E) WOOD BEAM EA SIDE OF EXSTG W8kl0 INEW WOOD BEAM w/ 2x PLATE NEW CONC PIER, - CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN --/ 2x STUD WALL, S�E GEN NOTES O w l `NEW CONC BEAM W/ 4—#4 T&B & #3 TIES -0 12" SEE PLAN )'i6_V_2 EXSTG CONC SLAB �dte' 22 AND CMU WALL BELOW, SEE PLAN a NOTE: CUT & REMOVE .EXISTING 2x STUDS AT ELEVATION AS REQ'D OR REPLACE EXISTING 71) STUDS WITH 2x4 SPF STUDS 0 14EEXTEND (SEE NAILING SCHEDULE)REMOVE EXISTING CMU WALL TO FOOTING AND c CONC PIER EXISTING FOOTING wM BELOW 2" .EXISTING FOOTING i 4•Wr $I SECTION SCALE: NTS S--6 ml—mlmlG w� a REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN )j" OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS tit 3" SPA AND 8d NAILS 0'12" SPA AT INTERMEDIATE SLJPPnRTS. EXISTING 3-2x END WALL COLUMN ,,,,—EPDXY 6—V'0 THREADED ROD x 0'--5" MIN EMB LENGTH CSD EQ SPA -- EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY — FOLLOW ALL MANUF INSTRUCT. -----~SIMPSON MSTCM40 w/ 27-16d NAILS & 14-WxA" TITEN SCREWS INTO CONCRETE PIER 4--0 VERT BAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. --#5 CTR'D 0-10- VERT & #5 CTR'D 0 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW, 4-#7 DOWEL BAR CTR'D IN WALL, 2 EA END -•- EPDXY INTO EXISTING FOOTING. (SEE GEN NOTES) '--EPDXY #5 DOWELS x 0'--5" EMB LGTH 0 12" SPA 3 2 1 w NEW ICONC BEAM W/ 2- T&B & #3 TIES 00 102. *DRILL AND G B S INTO EXIS WILKINS N STEEL COQ, FOR PPROVAL NO O flER USE THIS DRAWIN REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK T BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS lF OURINTERPRETA- TION. DETAIL. I 11MENSIONS ORIGIN- ATED BY US AF E OUR RESPGNSIBII.- ITY AND YOUR APPROVAL OF SUCH IS NOT NECESS RY, 0-0 A BJ CnEA 'G &C BAR BNO BENDING DIMENSIONS o UAIL WILKINSON STEELa4 COMPANY JACKSONVILLE► FLORIDA 10 APPROVPROV. 104/04/ ARCH. APPROV. RECORD DESC SECTIONS d BENDING SHOP FIELD USE PROJ ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R4 CONT. WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXY GR60 GAL V. 8L j c T3 G = LAP A 0 C = CIRCUM. 10. P UAIL WILKINSON STEELa4 COMPANY JACKSONVILLE► FLORIDA 10 APPROVPROV. 104/04/ ARCH. APPROV. RECORD DESC SECTIONS d BENDING SHOP FIELD USE PROJ ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R4 CONT. WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXY GR60 GAL V. I I i 1 1 I 1 COL -1 1 , e B COL -1 r----- ----- - - - - — -- ___-- — — — — { A COL -1 COL -1 I � r , l , L r r / / l e.0e / COL -1 8t 3 l ~ 1 1 1 1 1 ! 1 { 1 _-, COL -1 i_ FOUNDATION PLAN MAVVSC\WS4442\R1.dgn 10/06/2004 01:00:00 PM 8(2) PLAN LOCATION* 18" DIAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES PL CITY PLAN LOCATION: COL FTGS SECTION: COL -1 PLACING NOTES VERT LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES 7 7-03 SECTION: A 1 2 5 2-07 @ 12" EMBED 5" TAB EW 2 4x 6 5 4-06 LAP 36" W/#7 OWLS 6 -EW TAB 1 STANDEE 2 4 3 HORIZ 3A1 @ 48" EW 3-00 OWLS 2 6 6 8" INTO EXISTING. GA16 1 12 TIES 2 2 3 VERT 3A15 29 5 5a2 SECTION: B 1 29 5 FAB EW 7 4x 5 5 3-06 5 -TAB EW STANDEE 7 4 3 3A1 48" EW 1-EA.RUN,LAP 20" DWLS ? 6 6 6A16 3 -CONT TIES 7 2 3 9-06 3A15 CB 1 3 SECTION: B(l) 5A4 COR.BARS CB 1 3 TSB 1 2x 5 5 3-06 TRANSV 5 -TAB SW TAB 1 2x 5 5 5-00 1 5 -TAB INTO FTG STANDEE 1 4 3 1 3A1 @ 48" EW OWLS 1 6 6 1 6A16 4 9-02 TIES 1 2 3 3A15 06 COR.BAR CB 1 SECTION: B(2) 4 07 COR.BAR TAB 1 2x 5 5 3-06 5 -TAB SW 1 TAB 1 2x 5 5 4-10 5 -TAB INTO FTG STANDEE 1 4 3 @ 36" 3A1 @ 48" EW DWLS 1 6 6 HK TOP 6A16 4 5 TIES 1 2 3 1 3A15 4 12-08 SLAB EDGE SECTION: B(3) SECTION: WF4 TAB 2 2x 5 5 3-06 5 5 -TAB 5w TAB 2 2x 5 5 4-07 5 -TAB INTO FTG STANDEE 2 4 3 1-02 3A1 @ 48" EW 1 DWLS 2 6 6 5A2 6A16 HK TOP 1 3 TIES 2 2 3 MATCH VERTICALS 3A15 1 1 4 10-00 SECTION: B(4) CB 1 2x 1 4 TAB 1 2x 5 5 3-06 SECTION: 5 -TAB SW TSB 1 2x 5 5 4-02 5 -TAB INTO EXISTING STANDEE 1 4 3 3A1 @ 48" EW @ 36" DWLS 1 6 6 5 6A16 @ 48" EW HK TOP TIES 1 2 3 3A15 MATCH VERTICALS 1 -CONT 1 PLAN LOCATION* 18" DIAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES PL CITY PLAN SIZE SECTION: COL -1 PLACING NOTES VERT 14 6 6 11-02 ALT -1 TIES 14 12 3 3A15 @ 12" LABEL XR PL CITY PLAN SIZE LOCATION: COLUMN LENGTH BARMARK PLACING NOTES LABEL XR SECTION: ALT -1 LENGTH DWLS 1 4 7 7-03 2—ES EMBED 9" OWLS 1 2 5 2-07 @ 12" EMBED 5" VERT 1 4 6 9-02 LAP 36" W/#7 OWLS VERT 1 2 5 12-08 LAP 22" W/#5 OWLS HORIZ 1 13 5 3-00 @ 12" 0 0 RECEIVE* OCT 0 6 2004 ,.� C.C. BORDEN CONSTRUCTION, INC. V MKINSQN STEEL CO. L` \ APPROVED 11'@9.R AP F R"'O, VAA L CITY OF ATLANTIC BEACH nn BUILDING OFFICE �-\h N 6, 0 7 y BE,!, r THIS DRAWIN3i R i RE!3EN r S C4Jirl I 004 INTERPREstTio ! c r ,.. D:ES N AND WORK TO BE D -LIE YOUR ob APPROVAL tS i{➢ C��i a! '�1 t H E TION:. DETAIL N rCPiD E3'4' Ea., AC; ITY AM—,* Olt .SILIC.M NO. I rtt[NlJ /Alt 10 APPROPPROV. 1006104 WILKINSON STEEL COMPANY APPROV.O JACKSONVILLE, FLORIDA CONTR. RECORD DESC FOUNDATIONS SHOP USE PROJ ATLANTIC BEACH CITY HAIL PLAN LOCATION: WALL FTGS LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES MADE SECTION: WF1 SHEET N0. R1 WS 4 4 4 2 GR60 PLAIN CHK 3 -CONT 1 3 5 20-00 3-RUNS,1-EA.RUN 1 3 5 17-08 1-EA.RUN,LAP 25" OWLS 1 3 5 2-06 8" INTO EXISTING. TRANSV 1 12 3 1-02 @ 36" VERT 1 29 5 5a2 AS SHOWN HK TOP 1 29 5 5A3 MATCH VERTICALS \ 1 -CONT 1 1 4 20-00 1-RUN,I-EA.RUN 1 1 4 16-08 1-EA.RUN,LAP 20" SECTION: WF2 3 -CONT 1 3 5 9-06 CB 1 3 5 5A4 COR.BARS CB 1 3 5 5A5 COR.BARS TRANSV 1 4 3 1-02 @ 36" VERT 1 3 5 5A3 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 9-02 SLAB EDGE CB 1 1 4 06 COR.BAR CB 1 1 4 07 COR.BAR SECTION: WF3 3 -CONT 1 3 5 12-09 TRANSV 1 5 3 1-02 @ 36" VERT 1 4 5 5A2 @ 48" AS SHOWN HK TOP 1 4 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 12-08 SLAB EDGE SECTION: WF4 3 -CONT 1 3 5 10-00 CB 1 2x 3 5 5A8 COR. BARS 3 -EE TRANSV 1 4 3 1-02 @ 36" VERT 1 3 5 5A2 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 10-00 SLAB EDGE CB 1 2x 1 4 4A9 COR.BAR 1 -EE SECTION: WF5 3 -CONT 1 3 5 12-09 TRANSV 1 5 3 1-02 @ 36" VERT 1 4 5 5A2 @ 48" AS SHOWN HK TOP 1 4 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 12-08 SLAB EDGE SECTION: WF6 3 -CONT 1 3 5 11-08 TRANSV 1 4 3 1-02 @ 36" CB 1 3 5 5A5 COR.BARS CB 1 3 5 5Al2 COR.BARS VERT 1 3 5 5A2 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 11-09 SLAB EDGE CB 1 1 4 4A1 COR.BAR CB 1 1 4 011 COR.BAR SECTION: WF7 3 -CONT 1 3 5 22-00 OWLS 1 3 5 2-06 8" INTO EXISTING TRANSV 1 8 3 1-02 @ 36" VERT 1 5 5 5A2 @ 48" AS SHOWN VERT 1 1 5 5-02 8" INTO MISTING HK TOP 1 6 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 22-00 SLAB EDGE SECTION: WF8 3 -CONT 1 2 5 4-10 1 1 5 4-04 OWLS 1 2x 3 5 2-06 8" INTO EXISTING TRANSV 1 3 3 1-02 @ 36" CB 1 3 5 5A13 COR. BARS VERT 1 2 5 5A2 @ 48" AS SHOWN VERT 1 1 5 5-02 8" INTO EXISTING HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 10-00 SLAB EDGE CB 1 1 4 014 COR.BAR RECEIVE* OCT 0 6 2004 ,.� C.C. BORDEN CONSTRUCTION, INC. V MKINSQN STEEL CO. L` \ APPROVED 11'@9.R AP F R"'O, VAA L CITY OF ATLANTIC BEACH nn BUILDING OFFICE �-\h N 6, 0 7 y BE,!, r THIS DRAWIN3i R i RE!3EN r S C4Jirl I 004 INTERPREstTio ! c r ,.. D:ES N AND WORK TO BE D -LIE YOUR ob APPROVAL tS i{➢ C��i a! '�1 t H E TION:. DETAIL N rCPiD E3'4' Ea., AC; ITY AM—,* Olt .SILIC.M NO. I rtt[NlJ /Alt 10 APPROPPROV. 1006104 WILKINSON STEEL COMPANY APPROV.O JACKSONVILLE, FLORIDA CONTR. RECORD DESC FOUNDATIONS SHOP USE PROJ ATLANTIC BEACH CITY HAIL IOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET N0. R1 WS 4 4 4 2 GR60 PLAIN CHK GR60 EPDXY GR60 GAL V. CONT, ��. ��wv�r w-r-r-r�.u��.wy.�n �vivvt i.vv-r v�.v-r.-r-r� �� EXISTING- NEW. CORE HOLE Y4"O LARGER WALL U ..... THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH MANUF, PRINTED INSTRUCTIONS. CMU WALL REINF, SEE GEN NOTES Q T FTG EL MATCH EXISTING *ADD (3) #5x2'-6" CTR'D. DRILL & EPDXY CONT BOT REINF, GROUT (8" MIN.) INTO ' (SEE FTG DETAIL) EXISTING FTG. SECTION 5 SCALE 3/4" S --S CONC SLAB, SEE PLAN SLAB REINF, SEE PLAN z -- a w EXTERIOR GRADE, SEE CIVIL r- CONT #4, SEE PLAN r-- WWF, SEE PLAN CMU WALL REINF, A -b) SEE GEN NOTES NE.- ALL WALLS ARE TO BE BRACED NEW 8" CMU WALL, DURING CONSTRUCTION AFTER SEE PLAN WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT R SEE PLAN o ' 1L____�_--DOWELS SAME AS VERT REINF, SEE GEN NOTES CONT FTG, 3-#5' CONT. W/ SEE PLAN #3 036" TRANSV SECTION SCALE: NTS S-5 M:\WSG1W5444Z\K1.agn lU/U6r1UU4 1"Z:4U:03 t'M t 18"0 EXISTG FHINI� CONC COL WM: ALL WALLS ARE TO BE BRACED I DURING CONSTRUCTION AFTER 10/0604 WALL HEIGHT EXCEEDS 2'-Q" FROM TOP OF FTG, UNTIL i SHOP FLOOR SLAB IS PRESENT � i 1 1 PROD ATLANTIC BEACH CITY HAIL IOC ATLANTIC BEACH, FLORIDA I _L DOMESTIC MADE CMU WALL REINF 5�3 'GEN SHEET N0. R3 CONT. WS4 4 4 2 GR60 PLAIN CHK SEE NOTES EXISTG 18"0l� ~��''� L CR60 GAIV. CONC COL 1 NEW 8" CMU WALL, __L SEE PLAN it _ L tIIIL ! 1 # DRILL & EPDXY GROUT ` EXISTG FTG AND RE114F DWLS (8" MIN) INTO �. EXISTING FTG AS REQ D A (SEE GENERAL NOTES) SECTION 6 SCALE: NTS S-'5 SEE SECTION 9/S-5, SIM CMU WALL REINF, SEE GEN NOTES NEN 8" CMU WALL, SEE PLAN *&w /1-11 6-#6 EQ #3 TIE FULL �3AIS', FTG REINF, 5EE SCHED P I -F -Al Ir � r SECTION SCALE: NTS S�-g 18"0 SEE PLAN CONC COL z t c8 i —CONC CURB 1__L_._L._1_,,.,,L.�._i..._1—.,,..L_J..._.,i._..,L... _1..•._L..._I__1_..:L WHEN 'L' EXCEEDS W-0" 9-#3 TIES 0 6"\_#3 TIES CSA 12" TYP UON C',3l°t2t,� lit SECTION 10 SCALE: NTS S-5 N 'L' EXCEE S 8'-- " 12-#3 -TIES 0 4" I e 18"0 CONCRETE COL BEYOND t CONC BI 4-#6 C( ESI (SEE SEI (3, ELI, 5'_6'p "_ • 4-#6 . 4_" EXTEND ASFAR AS� —POSSIBLE INTO COLUMN (All) CONC BEAM, 1-#4 . EA CORNER w/ #3 TIES 0'12" i SECTION 8 SCALE: NTS S-5 WILKINSON STEEL CO. FOR APPROM NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUP RESPONSIDIL ITY AND YOUR AFPr'10VAL OF SUCH IS MOT NECESSARY. Io. FHINI� ualt WILKINSON STEEL COMPANYARCH. JACKSONVILLE, FLORIDA to APPRO�. 10/0604 2ND APPRDV. CONTR. DESC SECTIONS SHOP FIELD USE PROD ATLANTIC BEACH CITY HAIL IOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRICT I OV DOMESTIC MADE JEC SHEET N0. R3 CONT. WS4 4 4 2 GR60 PLAIN CHK CR60 EPDXY I CR60 GAIV. 18"o CONCRETE COL BEYOND i EXISTG 18"0 CONC COL EXISTG IN SLAB --� CONC BM SECTION r2 SCALE: NTS S—fi Nftmoe CONC FILL 0 RECESS, SEE PLAN UJ z j8:5 a. NEW IN SLAB CONC BEAM, SEE 10/S--5 SIM DRILL & EPDXY GROUT #6 BARS INTO EXISTING CONC COL PER GENERAL NOTES EXISTG EDGE SLAB BEAM SECTION SCALE: NTS ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ WWF, SEE PLAN N COMPACTED FILL NEW 8" CMU WALL, SEE PLAN I M:1WSC\WS44421R1.dgn 10106/200412:41:58 PM REMOVE EXISTG CURB AS REQ'D 2x STUD WALL SEE GEN NOTES z ." SECTION 8 SCALE: NTS 5--6 CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN .•Yi.• :� A • a• s i.r r EXISTG EDGE SLAB BEAM ---NEW CONC BEAM W/ 2—#4 T&B & #3 TIES 0 12". *DRILL AND EPDXY #4 BARS x 48" LG 0 INTERSECTION OF EXISTG BEAM NEW CONC BEAM W/ 2--#4 T&B & #3 TIES 0 12,► SECTION 3 SCALE: NTS ANCHOR BOLT. SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ WWF, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN SLAB REINF, SEE PLAN #5x1'--6"*18" EPDXIED INTO EXISTG SLAB, SEE GENERAL NOTES SECTION /01� SCALE: NTS S-•6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN Yi OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING EXISTING ROOF-- AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d SHEATHING NAILS ® 12" SPA AT INTERMEDIATE SUPPORTS. EXISTING DBL 2—SIMPSON MSTA30 .2x TOP PLATE w/ 8-10d NAILS (4 EA SIDE) INTO 3�2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD TO EA PLATE AS SHOWN B NEW WOOD'BEAM,, EL 1'8'-2 EXISTING DBL 2x TOP'PLATE (FIELD VE ) %2N_2 EXISTING VNEW 5)rx3)z TIMBER ._/ TRUSS BEYOND 14EW PL ;V4x4x4 STRAND' '(1.3E) WOOD BEAM EEA SIDE OF EXSTG WSX10 NEW WOOD BEAM w/ 2x PLATE NEW CONC PIER.--, err•• r. • .. 5_61N 2 EXSTG if6� Z AND CMU V NOTE: CUT & REMOVE . EXISTING 2x STUDS AT ELEVATION AS REQ'D OR REPLACE EXISTING STUDS WITH 2x4 SPF STUDS 0 1 (SEE NAILING SCHEDULE) EXISTING FOOTING CONC FILL 0 RECESS, SEE PLAN EXISTG CONC / ' SLAB, SEE PLAN COMPACTED FILL NEW S" CMU WALL, SEE PLAN --/ 2x STUD WALL. S�E GEN NOTES ----moi 'NEW CONC BEAM W/ 4—#4 T&B & #3 TIES' ® 12" REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S—fi EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN Jr OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d 5" EXISTING 3-2x END WALL COLUMN ,/ -'EPDXY 6—Va"o THREADED ROD x 0'--5" MIN EMB LENGTH CSD EQ SPA -- EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY — FOLLOW ALL MANUF INSTRUCT. ------SIMPSON MSTCM40 w/ 27-16d NAILS & 14—XNAV T1TEN SCREWS INTO CONCRETE PIER 4--0 VERT BAR CTR'D SPLICE w/ DWEL BAR BELOW. 'D @ ' 12" VERT & 'D 0 12' HORIZ. VERT BARS 40 BAR H DOWELS BELOW. DOWEL BAR CTR'D IN 2 EA END --• EPDXY INTO NG FOOTING. GEN NOTES) #5 DOWELS x 0'-5" GTH 0 12" SPA SECTION 9 SCALE: NTS S—fi 3 2 1 NEW CONC BEAM W/ 2—#4 T&B & #3 TIES 0 12". *DRILL AND EPDXY #4 BARS INTO EXISTG BEAM WMKINSON STEEL CO. FOR AP ROIAL NO 0TH R USE THIS DRAWING R PRESENTS OUR INTERPRETATION OF THE DES18N AND WORK TO E DOME, YOUR APPROVAL IS T CONPIRA4 THE CORRECTNESS OF OUR INTERPRET*' TION. DETAIL DIM ENS1014S Oi1101W ATED BY US ARE OUR AESPONSMIt- ITY AND YOUR APPROVAL OF SUCMt IS NOT NECESSAR FIELD USE Q 0 A B IG 9 F A T C EH K 25 t2 E HI A c C E 'KK BAR BNO I' BENDING DIMENSIONS No. i PRINTS DATE WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA 17 Q B O c 10 APPROV. 10/06/04 ARCH. APPROV. REECORD DESC SECTIONS & BENDING SHOP T3 =LAP o A 'j C = CIRCUM. FIELD USE PROD ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R4 WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXYCONT. BY DATE GR60 GALV• No. i PRINTS DATE WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA 17 Q B O c 10 APPROV. 10/06/04 ARCH. APPROV. REECORD DESC SECTIONS & BENDING SHOP T3 =LAP o A 'j C = CIRCUM. FIELD USE PROD ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R4 WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXYCONT. BY DATE GR60 GALV• M:\WSC\W54442\R1.dgn 1U/Ut5MUU4 U1:UU:UU rM FIRST FLOOR PLAN MAVVSC\VV84442\R1.dgn 10/06/2004 01:04:44 PM WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE, YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY U -1 -ARE OUR RESPONSIBIL- ITY AND YOUR APPR^VAL OF SUCH IS NOT NECESSARY. 10. PRINTS DATE PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH EARMARK PLACING NOTES 2ND APPROV. PLACING NOTES SECTION: B1 SECTION: SLAB -1 2 -TSB SHOP 1 4 1 4 19-00 # 4 VARYING LENGTHS OWLS @ 10" 1 4 4 4-00 GRIL INTO EXIST. CB 1 4 CONTR C. C. BORDEN CONSTRUCTION 4 09 COR.BARS TIES t�s 1 17 MADE JEC CHK SHEET N0. R2 CONT, WS 4 4 4 2 3 3A19 @ 12" TIE 1 1 1 3 3A20 @ 12" @ 10"1� SECTION: 82 1 4 4 2-08 5 1-06 2 -TSB 1 4 4 29-10 SLAB -2 C8 1 4 1 4 4A11 COR.BARS TIES 1 27 1 3 3A19 @ 12" @ 10" SECTION: 83 1 4 6-04 2 -TSB 1 4 1 4 9-08 4 7-02 CB 1 4 1 4 014 COR.BARS TIES 1 7 1 3 3A19 @ 12" @ 10" SECTION: 84 1 4 9-08 4 -TSB 1 4 1 4 10-00 2 -TSB O.F. @ 1 4 1 4 4A37 2 -TSB I.F. TIE -1 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 4 14-06 @ 5 SETS WITH 1 EACH 1 4 16-04 @ 10" MARK 3A64 THRU 3A68 4 TIE -2 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 4 9-03 @ 5 SETS WITH 1 EACH 1 4 8-05 @ 10" MARK 3A69 THRU 3A73 1 4 7-07 @ SECTION: 85 1 1 2-T&B 1 4 4 10-00 1 CB 1 2x 4 4 014 COR.BARS 4 -EE TIES 1 8 3 3A19 @ 12" 4 4-03 @ SECTION: B6 t 1 2 -TSB 1 4 4 9-08 1 CB 1 4 4 014 COR.BARS TIES 1 9 3 3A19 @ 12" 4 2-06 @ SECTION: 87 1 1 2-T&B 1 4 4 9-11 1 CB 1 4 4 014 COR.BARS TIES 1 8 OWLS 3 3A19 @ 12" 5 1-06 @ SECTION: B8 SECTION: 4 -TSB 1 4 LIST -5 4 9-11 2 -TSB O.F. # 4 VARYING LENGTHS 1 4 4 4-11 2 -TSB I.F. CB 1 4 4 014 COR.BARS O.F. CB 1 4 1 4 022 COR.BARS I.F. 4 -T&B 1 4 1 4 12-06 2 -TSB I.F. 10" 1 4 15 4 9-10 2 -TSB O.F. CB 1 4 SECTION: 4 4A11 COR.BARS 1.F. CB 1 4 9 4 4A14 COR.BARS O.F. TIE -3 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 5 SETS WITH 1 EACH LIST -8 1 1 MARK 3A48 THRU 3A52 10„ TIE -4 1 2x 4 # 3 VARYING LENGTHS 4 -PAIRS @ 12" 1 4 SETS WITH 1 EACH 10" SECTION: MARK 3A53 THRU 3A56 TIE -5 1 2x 7 # 3 VARYING LENGTHS 7 -PAIRS @ 12" 9 7 SETS WITH 1 EACH 8-03 THRU 5-06, MARK 4A36 MARK 3A57 THRU 3A63 1 1 4 4-10 SECTION: 89 1 4 -TSB 1 2 10" 4 20-00 1 -TSB Q.F. 1 1 2 10" 4 20-07 1 -TSB 5 1 2 10" 4 21-07 1 -TSB SECTION: 1 2 4 22-01 t -TSB I.F. TIES 1 20 10„ 3 3A75 @ 12" 9 4 3-02 @ PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES LW 1 SECTION: 810 @ 10" 4 -TSB 1 8 4 3-06 4 10-00 10" TIES 1 4 SLAB -8 3 3A75 @ 12" TIES 1 4 # 3 VARYING LENGTHS @ 12" SW 1 4 SETS WITH 1 EACH loft MARK 3A76 THRU 3A79 SECTION: 811 BOT 1 4 6 6A17 COL END BOT 1 4 6 16-03 TOP 1 4 6 6A25 TIES 1 28 3 3A26 AS SHOWN SECTION: 812 BOT 1 4 6 6A17 COL END BOT 1 4 6 12-04 TOP 1 4 6 6A28 TIES 1 25 3 3A26 AS SHOWN SECTION: 813 BOT 1 4 6 6A17 COL END BOT 1 4 6 8-09 TOP 1 4 6 6A29 TIES 1 8 3 3A26 @ 12" SECTION: B14 BOT 1 4 6 6A17 COL END TOP 1 4 6 6A30 TIES 1 4 3 3A26 @ 12" SECTION: 815 BOT 1 4 6 6A31 TOP 1 4 6 6A32 TIES 1 3 3 3A26 @ 12" SECTION: B16 BOT 2 4 6 6A31 TOP 2 4 6 4-04 TIES 2 2 3 3A26 @ 12" WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE, YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY U -1 -ARE OUR RESPONSIBIL- ITY AND YOUR APPR^VAL OF SUCH IS NOT NECESSARY. 10. PRINTS DATE PLAN LOCATION: 6" SLAB LABEL XR PL OTY SIZE LENGTH EARMARK 2ND APPROV. PLACING NOTES CONTR. RECORD SECTION: SLAB -1 SHOP LIST -1 1 4 # 4 VARYING LENGTHS @ 10" 4 SETS WITH 1 EACH CONTR C. C. BORDEN CONSTRUCTION 1-10 THRU 2-10, MARK 033 t�s MADE JEC CHK SHEET N0. R2 CONT, WS 4 4 4 2 CR60 PLAIN GR60 EPDXY LIST -2 1 1 4 4-10 @ 10"1� OWLS 1 1 1 4 4 2-08 5 1-06 @ @ 10" 18t1 SECTION: SLAB -2 LIST -3 1 1 4 4-07 @ 10" 1 1 4 5-06 @ 10" 1 1 4 6-04 @ 10" 1 1 4 7-02 @ loll 1 1 4 8-00 @ t0" 1 1 4 8-10 @ 10" 1 1 4 9-08 @ 10" 1 1 4 10-06 @ 10" 1 1 4 12-06 @ 10" 1 1 4 14-06 @ 10" 1 1 4 16-04 @ 10" LIST -4 1 4 4 10-01 @ 10" 1 1 4 9-03 @ 10" 1 1 4 8-05 @ 10" 1 1 4 7-07 @ 101, 1 1 4 6-09 @ 10" 1 1 4 5-11 @ 10" t 1 4 5-01 @ 10" 1 1 4 4-03 @ 10" t 1 4 3-06 @ 10" 1 1 4 3-02 @ 10" 1 1 4 2-10 @ 10„ 1 1 4 2-06 @ loll 1 1 4 2-01 @ t0" 1 1 4 1-09 @ 101, 1 1 4 1-05 @ 10" OWLS 1 9 5 1-06 @ 18" SECTION: SLAB -3 LIST -5 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 15-10 THRU 13-01. MARK 034 LIST -6 1 1 4 5-02 @ 10" 1 1 4 7-02 @ 10" 1 15 4 8-11 @ 10" SECTION: SLAB -4 LIST -7 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH i EACH 12-01 THRU 9-04. MARK 4A35 LIST -8 1 1 4 6-00 @ 10„ 1 1 4 8-00 @ 10" 1 10 4 9-00 @ 10" SECTION: SLAB -5 LIST -9 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 8-03 THRU 5-06, MARK 4A36 LIST -10 1 1 4 4-10 @ 10" 1 1 4 6-10 @ 10" 1 1 4 8-10 @ 10" 1 5 4 9-00 @ 10" SECTION: SLAB -6 LW 1 2 4 8-11 @ 10„ SW 1 9 4 3-02 @ 10" SECTION: SLAB -7 LW 1 2 4 9-10 @ 10" SW 1 10 4 3-06 @ 10" SECTION: SLAB -8 LW 1 2 4 8-09 @ 101, SW 1 9 4 3-02 @ loft WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE, YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY U -1 -ARE OUR RESPONSIBIL- ITY AND YOUR APPR^VAL OF SUCH IS NOT NECESSARY. 10. PRINTS DATE WILKINSONSTEELCOMPANYARCH. JACKSONVILLE, FLORIDA 10 APARCH PROV. 10/06/04 2ND APPROV. CONTR. RECORD D(SC IST FLOOR PLAN SHOP FIELD USE PROD ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC CHK SHEET N0. R2 CONT, WS 4 4 4 2 CR60 PLAIN GR60 EPDXY GR60 GALV. 'i EXISTING NEW * CORE HOLE Y4 0 LARGER WALL Wi4LL THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH MANUF, PRINTED INSTRUCTIONS. T FTG EL MATCH EXISTING *ADD (3) #5x2'-6" CTR'D. DRILL & EPDXY GROUT (8" MIN.) INTO EXISTING FTG. CMU WALL REINF, SEE GEN NOTES -CONT BOT REINF, (SEE FTG DETAIL) SECTION 5 SCALE: 3/4" CONC SLAB, SEE PLAN SLAB REINF, SEE PLAN z CL. cnl EXTERIOR --- GRADE, SEE CIVIL 3--#5' CONT. W/ #3 036" TRANSV MAWSC1WS44421R1.dgn 10/06/200412:40:53 PM -- CONT #4, SEE PLAN r-- WWF, SEE PLAN 18"0 "ISTG LNQM: ALL WALLS ARE TO BE BRACED I CONC COL DURING CONSTRUCTION AFTER WALL HEIGHT EXCEEDS 2'-O" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT t t t i CMU WALL REINF, r C SEE 'GEN NOTES EXISTG 18"0 CONC COL i i NEW 8" CMU WALL, SEE PLAN .11.. j it IL TI x II r� --- --- CMU WALL REINF,(6A b) SEE GEN NOTES NOTE: ALL WALLS ARE TO BE BRACED NEW 8" CMU WALL, DURING CONSTRUCTION AFTER SEE PLAN WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT %.6.---.&._. DOWELS SAME AS VERT�,SA2) REINF, SEE GEN NOTES CONT FTG, SEE PLAN SECTION 9 SCALE: NTS S_5 DRILL & EPDXY GROUT_ ..- DWLS (8" MIN) INTO � ,, EXISTING FTG AS REQ'D (SEE GENERAL NOTES) SECTION SCALE: NTS ..� S-5 SEE SECTION 9/S--5, SIM CMU WALL REINF, SEE GEN NOTES NEW 8" CMU WALL, SEE PLAN P 4f �P_( L -AP not - 6-,#6 EQ #3 TIEl FULL �3AIS' FTG REINF, 5EE SCHED SECTION SCALE: NTS S-5 t 1__L_._t_-1....1_.J_._1_... L.._...t__.1 _—L_ _1..._..L..._!.__1_:L ._i_._.1.....i:::._.i_ WILKINSONSTEEL COMPANY JACKSONVILLE, FLORIDA WHEN 'L' EXCEEDS 8'-0" t0I06�O4 WHEN 'L' EXCEE S 8'-- " 9-#3 TIES CSD 6" #3 TIES 0 'I2" TYP UON - 12=#3 TIES 0 4" I(SC SECTIONS SHOP 3 z 1 18"0 CONC COL _L i-CONC CURB a L,J in T— CONC BI 4-#6 Cl 4-#6 Cl ,#3 TIES (SEE SE 5'-6„ EXTEN AS FAR AS'-.Oc SSiBLE INTO COLUMN �&A !) CONC BEAM, 1--#4.EA CO NER w/ #3 TIES ® 12" EL, 18"0 CONCRETE COL BEYOND t SECTION 8 SCALE: NTS 5--5 WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAINING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL '15 TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONStBIL- ITY ANr) YOUR APPROVAL OF SUCH IS NOT NECESSARY. .O. RINt YARCH ualt WILKINSONSTEEL COMPANY JACKSONVILLE, FLORIDA APPROV. t0I06�O4 ARCH. 2N APPROV.O CONTRRECCORO I(SC SECTIONS SHOP FIELD USE PROj ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA CON1R C. C. BORDEN CONSTRUCTION DOMESTIC BADE JEC SHEET N0. R3 CONT. WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXY GR60 GAR. I WO CONCRETE COL BEYOND i EXISTG 18"o CONC COL EXISTG IN SLAB ---� CONC BM SECTION r2 SCALE: NTS S-•6 CONC FILL RECESS, SEE PLAN NEW IN SLAB CONC BEAM, SEE lO/S--5 SIM DRILL & EPDXY GROUT #6 BARS INTO EXISTING CONC COL PER GENERAL NOTES EXISTG EDGE --� SLAB BEAM SECTION 6 SCALE: NTS S-6. REMOVE EXISTG CURB AS REQ'D CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN ----NEW CONC BEAM W/ 2-#4 T&B & #3 TIES 0 12". *DRILL AND EPDXY #4 BARS x 48" LG 0 INTERSECTION OF EXISTG BEAM EXISTG EDGE SLAB BEAM SLAB REINF, SEE PLAN "' • #5x1' --6"Q18" EPDXIED 0„ INTO EXISTG SLAB, SEE GENERAL NOTES SECTI CN 3 SCALE: NTS S-•$ ANCHOR BOLT, -SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ WWF", SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN CONC FILL 0 RECESS, SEE PLAN EXISTG CONC J SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN ---� 2x STUD WALL, S�E GEN NOTES 0 3�}.-- --EPDXY ,#5 DOWELS x 0'--5" SECTION 7 1 B 0 EMB LGTH 0 12" SPA lo A T K �EH I0/06/04WILKINSON SCALE: NTS 5--6 ARCH. 2ND CGNTR. RECORD I EXSTG 2x STUDS w/ WALL SHEATHING SHOP T3 G = LAP OA C = C I RCUM. (SHEATHING NOT SHOWN). REMOVE EXISTING EXISTING DBL FIELD PR0,1 ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA SHEATHING AND REPLACE WITH MIN Yr OSB 2x TOP ' PLATE CONTR C. C. BORDEN CONSTRUCTION (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING EXISTING ROOF DOMESTIC AT ALL EDGES w/ 8d NAILS 0'3" SPA AND 8d SHEATHING JEC SHEET NO. R4 CONT• WS4 4 4 2 NAILS 0 12" SPA AT INTERMEDIATE SUPPORT:-). GR60 PLAIN CNK EXISTING DBL GR60 EPDXY 2--SIMPSON MSTA30 .2x TOP' PLATE BY DATE GR60 GALV. w/ 8-1Od NAILS (4 EA ANCHOR BOLT, SEE SIDE) INTO 3-;2x END COL SCHEDULE ON SHT S--7 2x STUD WALL NG 3-Zx END EXISTING SEE GEN NOTES WALL COLUMN NEW CONC SLAB 14 GA x 2" WIDE STRAP W/ WWF, SEE PLAN WRAP OVER BEAM AND WELD TO EA PLATE AS SHOWN a. B NEW WOOD - BEAM, T SLAB EL EL 1'8'--2 (FIELD VE) i 3f32 2 SEE PLAN a r EXISTING2 NEW. SX��x3Yz" TIMBER TRUSS BEYOND -NE PLSIDE YOF4x4 STRAND' "(1.3E) WOOD BEAM W w cn a - I W8X10 EXSTG NEW WOOD BEAM • w/ 2x PLATE NEW CONC PIER, I--- 1'--4" SEE PLAN COMPACTED NEW CONC BEAM`Is 2 EXSTG CONC SLAB FILL SEE PLAN W � 2- T&B & �' �'is 2 AND CMU WALLSEE w NEW 8" CMU TIES CSD 12" PLAN :3 a WALL, SEE PLAN NOTE: CUT & REMOVE .EXISTING ~ 2x STUDS AT ELEVATION o AS REQ'D OR REPLACE EXISTING wi STUDS WITH 2x4 SPF STUDS 0 16" (SEE NAILING SCHEDULE) REMOVE EXISTING -\ CMU WALL TO FOOTING AND SECTION SCALE: NTS S-6 M:1WSC\W844421R1.dgn 101061200412:41:58 PM w NEW CONC BEAM W/ 4-#4 T&B & #3 TIES' 0 12- 11' EXTEND CONC PIER 0 EXISTING FOOTING BELOW 2" „ 4 04 4" EXISTING FOOTING Q L4� �. . r- d LY SEE PLAN SECTION SCALE: NTS S-6 w� a REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN Jj" OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d NAILS 0 12" SPA AT INTERMEDIATE SUPPORTS. 5" XISTING 3-2x END WALL COLUMN ,,,.f--EPDXY 6 --Vs" O THREADED ROD x 0'--5" MIN EMB LENGTH 0 EQ SPA - EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY - FOLLOW ALL MANUF INSTRUCT. -SIMPSON MSTCM40 w/ 27-16d NAILS & 14-.Vex2Y4" TITEN SCREWS INTO CONCRETE PIER 4•--#6 VERT BAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. --#5 CTR'D 0 12" VERT & #5 CTR'D @ 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW. r--4-#7 DOWEL BAR CTR'D IN WALL, 2 EA END --• EPDXY INTO EXISTING FOOTING. NEI CONC BEAM W/ 2- T&B & #3 TIES 0 1 ". *DRILL AND EPO #4 BARS INTO EXI TG BEAM WILKI iSON STEEL CO. FOR APPROVAL N OTHER USE THIS DRAWING REPRESENTS OUR INTERPRE ATION OF THE DESIGN AND WOR TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY U ARE OUR RESPONSIBIL- ITY ANDY 1JR APPROVAL OF SUCH IS NOT NECESSARY. (SEE GEN NOTES) 0 3�}.-- --EPDXY ,#5 DOWELS x 0'--5" Al g JG 1 B 0 EMB LGTH 0 12" SPA lo A T K �EH 25 T2 E 'ji A c c E &C /' BAR BNO BENDING DIMENSIONS a�iiiiiiii NO. I iJ /AIL STEEL COMPANYz JACKSONVILLE,FLORIDA B 0 C lo ARCH. I0/06/04WILKINSON ARCH. 2ND CGNTR. RECORD I DESC SECTIONS & BENDING SHOP T3 G = LAP OA C = C I RCUM. FIELD PR0,1 ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R4 CONT• WS4 4 4 2 GR60 PLAIN CNK GR60 EPDXY BY DATE GR60 GALV. NO. I iJ /AIL STEEL COMPANYz JACKSONVILLE,FLORIDA B 0 C lo ARCH. I0/06/04WILKINSON ARCH. 2ND CGNTR. RECORD I DESC SECTIONS & BENDING SHOP T3 G = LAP OA C = C I RCUM. FIELD PR0,1 ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R4 CONT• WS4 4 4 2 GR60 PLAIN CNK GR60 EPDXY BY DATE GR60 GALV. COL -1 I , I , I , I , I , 8 COL -1 r---- ----- - — — — — -- _._--- — — — — ' A COL -1 P� e A 7 COL -1 COL -1 L B t 1 COL -1 / / COL -1 B(3) ` t ( i t t t t t t COL -1 FOUNDATION PLAN 11.\l A I,'^ tAte' I♦IAI MA .,J__ AA/HG^AAA AA.AA.AA DAA .1...--- .,------Ii.Y.....y.. ..., ...., ......T .. ........... . ... B(2) PLAN LOCATION: 18" OIAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES PL OTY PLAN LOCATION: COL FTGS SECTION: COL -1 PLACING NOTES VERT LABEL XR PL OTY SIZE LENGTH EARMARK PLACING NOTES 7 7-03 SECTION: A 1 2 5 2-07 @ 12" EMBED 5" TAB EW 2 4x 6 5 4-06 LAP 36" W/#7 OWLS 6 -EW TAB 2 STANDEE 2 4 3 1 3A1 @ 48" EW @ 12" OWLS 2 6 6 1 6A16 3 1-02 TIES 2 2 3 29 3A15 5 5A2 AS SHOWN HK TOP SECTION: B 5 5A3 MATCH VERTICALS �4 TAB EW 7 4x 5 5 3-06 20-00 5 -TAB EW STANDEE 7 4 3 16-08 3A1 @ 48" EW OWLS 7 6 6 6A16 3 -CONT 1 3 TIES 7 2 3 3A15 1 3 5 SECTION: B(l) CB 1 3 5 TAB 1 2x 5 5 3-06 4 5 -TAB SW 1-02 TAB 1 2x 5 5 5-00 5 -TAB INTO FTG STANDEE 1 4 3 3A1 @ 48" EW MATCH VERTICALS OWLS 1 6 6 4 6A16 SLAB EDGE CB TIES 1 2 3 3A15 COR -BAR CB 1 1 SECTION: B(2) 4A7 COR -BAR SECTION: TAB 1 2x 5 5 3-06 3 -CONT 5 -TAB SW TAB 1 2x 5 5 4-10 1 5 -TAB INTO FTG STANDEE 1 4 3 1 3A1 @ 48" EW OWLS 1 6 6 4 6A16 5 5A3 TIES 1 2 3 3A15 12-08 SLAB EDGE SECTION: B(3) 3 -CONT TAB 2 2x 5 5 3-06 5 -TAB SW 1 TAB 2 2x 5 5 4-07 COR.BARS 3 -EE 5-TA+B INTO FTG STANDEE 2 4 3 @ 36" 3A1 @ 48" EW OWLS 2 6 6 HK TOP 6A16 3 5 TIES 2 2 3 1 3A15 4 10-00 SLAB EDGE SECTION: B(4) 2x 1 4 4A9 TAB 1 2x 5 5 3-06 5 -TAB SW TAB 1 2x 5 5 4-02 12-09 5-T8B INTO EXISTING STANDEE 1 4 3 1-02 3A1 @ 48" EW 1 DWLS 1 6 6 5A2 6A16 @ 48" EW 4 TIES 1 2 3 MATCH VERTICALS 3A15 1 1 PLAN LOCATION: 18" OIAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES PL OTY PLAN SIZE SECTION: COL -1 PLACING NOTES VERT 14 6 6 11-02 ALT -1 TIES 14 12 3 3A15 @ 12" LABEL XR PL OTY PLAN SIZE LOCATION: COLUMN LENGTH BARMARK PLACING NOTES XR PL OTY SECTION: ALT -1 LENGTH BARMARK OWLS 1 4 7 7-03 2 -ES EMBED 9" OWLS 1 2 5 2-07 @ 12" EMBED 5" VERT 1 4 6 9-02 LAP 36" W/#7 OWLS VERT 1 2 5 12-08 LAP 22" W/#5 OWLS HORIZ 1 13 5 3-00 @ 12" .` I1 ;10�a`o 4 4PPROVE0 ACH CIT pull.01 iG o Fir -r - 'i 4 pli REICEIVED OCT 0 G 2004 C.C. BORDEN CONSTRUCTION, INC. WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DFIAWING REPRESENTS OU EN`(EPPi ETA-110id OF THE DIP'SIC.I'S AND WORK TO BE DONE. Ycup PrIG'JAL IS TO Ci'I.3MM THIL CORRECTNESS NESS OF 0138 INTERPRETA- TION. ii T1 RPRE7A- TION. DETAIL DI'MENSMNS ORIGIN - 4T E O BY US ARE GEIS RF:.:'PGN°.a'.L' - I T Y AND YOUR A. `HOVHL OF SiICH IS N+0"I NECESSARY. na.ARCH APPROV� UAik i 10 ARt:H. . ILKINSON STEEL10/06/04 COMPANY ARCH. 2ND JACKSONVILLE, FLORIDA CONTR. RECORD OESC FOUNDATIONS SHOP FIELD USEPRO,J ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC 2 GR60 PLAIN CHK SHEET NO. R1 I GR60 EPDXY I ff WS4442 EV 0 E S C R I P 10 N BY DATE GR60 GALV. CONT' PLAN LOCATION: WALL FTGS LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES SECTION: W171 3 -CONT 1 3 5 20-00 3-RUNS.1-EA.RUN 1 3 5 17-08 1-EA.RUN.LAP 25" OWLS 1 3 5 2-06 8" INTO EXISTING TRANSV 1 12 3 1-02 @ 36" �1 da�� VERT 1 29 5 5A2 AS SHOWN HK TOP 1 29 5 5A3 MATCH VERTICALS �4 1 -CONT 1 1 4 20-00 1 -RUN .I -E A. RUN 1 1 4 16-08 1-EA.RUN.LAP 20" SECTION: W172 3 -CONT 1 3 5 9-06 CB 1 3 5 5A4 COR.BARS CB 1 3 5 5A5 COR.BARS TRANSV 1 4 3 1-02 @ 36" VERT 1 3 5 5A3 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 9-02 SLAB EDGE CB 1 1 4 4A6 COR -BAR CB 1 1 4 4A7 COR -BAR SECTION: WF3 3 -CONT 1 3 5 12-09 TRANSV 1 5 3 1-02 @ 36" VERT 1 4 5 5A2 @ 48" AS SHOWN HK TOP 1 4 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 12-08 SLAB EDGE SECTION: WF4 3 -CONT 1 3 5 10-00 CB 1 2x 3 5 5A8 COR.BARS 3 -EE TRANSV 1 4 3 1-02 @ 36" VERT 1 3 5 5A2 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 10-00 SLAB EDGE CB 1 2x 1 4 4A9 COR.BAR 1 -EE SECTION: WF5 3 -CONT 1 3 5 12-09 TRANSV 1 5 3 1-02 @ 36" VERT 1 4 5 5A2 @ 48" AS SHOWN HK TOP 1 4 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 12-08 SLAB EDGE SECTION: WF6 3 -CONT 1 3 5 11-08 TRANSV 1 4 3 1-02 @ 36" CB 1 3 5 5A5 COR.BARS CB 1 3 5 5Al2 COR.BARS VERT 1 3 5 5A2 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 11-09 SLAB EDGE CB 1 1 4 4A7 COR -BAR CB 1 1 4 011 COR -BAR SECTION: WF7 3 -CONT 1 3 5 22-00 OWLS 1 3 5 2-06 8" INTO EXISTING TRANSV 1 8 3 1-02 @ 36" VERT 1 5 5 5A2 @ 48" AS SHOWN VERT 1 1 5 5-02 8" INTO MISTING HK TOP 1 6 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 22-00 SLAB EDGE SECTION: WF8 3 -CONT 1 2 5 4-10 1 1 5 4-04 OWLS 1 2x 3 5 2-06 8" INTO EXISTING TRANSV 1 3 3 1-02 @ 36" CB 1 3 5 5A13 COR.BARS VERT 1 2 5 5A2 @ 48" AS SHOWN VERT 1 1 5 5-02 8" INTO EXISTING HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 10-00 SLAB EDGE CB 1 1 4 014 COR -BAR 4PPROVE0 ACH CIT pull.01 iG o Fir -r - 'i 4 pli REICEIVED OCT 0 G 2004 C.C. BORDEN CONSTRUCTION, INC. WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DFIAWING REPRESENTS OU EN`(EPPi ETA-110id OF THE DIP'SIC.I'S AND WORK TO BE DONE. Ycup PrIG'JAL IS TO Ci'I.3MM THIL CORRECTNESS NESS OF 0138 INTERPRETA- TION. ii T1 RPRE7A- TION. DETAIL DI'MENSMNS ORIGIN - 4T E O BY US ARE GEIS RF:.:'PGN°.a'.L' - I T Y AND YOUR A. `HOVHL OF SiICH IS N+0"I NECESSARY. na.ARCH APPROV� UAik i 10 ARt:H. . ILKINSON STEEL10/06/04 COMPANY ARCH. 2ND JACKSONVILLE, FLORIDA CONTR. RECORD OESC FOUNDATIONS SHOP FIELD USEPRO,J ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC 2 GR60 PLAIN CHK SHEET NO. R1 I GR60 EPDXY I ff WS4442 EV 0 E S C R I P 10 N BY DATE GR60 GALV. CONT' FIRST FLOOR PLAN MAWSC\WS44421R1.dgn 10/06/2004 01:04:44 PM 3 2 1 I I WILKINSON STEEL CO. PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES PLACING NOTES SECTION: Bi SECTION: SLAB -1 2 -TSB 1 4 1 4 19-00 # 4 VARYING LENGTHS OWLS 1 4 4 4 4-00 GRIL INTO EXIST. CB 1 4 4 4A9 COR.BARS TIES 1 17 TION. DETAIL DIMENSIONS ORIGIN- 3 3A19 @ 12" TIE 1 1 1 3 3A20 @ 12" IOU C,q SECTION: 82 4 2-08 @ 2-T88 1 4 4 4 29-10 @ CB 1 4 SECTION: 4 011 COR. BARS TIES 1 27 1 3 3A19 @ 12" 10" SECTION: 83 4 5-06 @ 2 -TSB 1 4 1 4 9-08 @ C8 1 4 1 4 014 COR.BARS TIES 1 7 1 3 3A19 @ 12" 10", SECTION: 84 4 8-10 @ 4 -TSB 1 4 1 4 10-00 2 -TSB O.F. 10`" 1 4 1 4 4A37 2 -TSB I.F. TIE -1 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 101" 5 SETS WITH 1 EACH @ 10'" CR60 GAL V. 1 MARK 3A64 THRU 3A68 @ TIE -2 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 10" 5 SETS WITH 1 EACH @ 10" 1 MARK 3A69 THRU 3A73 @ 10" SECTION: 85 4 7-07 @ 2 -TSB 1 4 1 4 10-00 @ CB 1 2x 4 1 4 014 COR.BARS 4 -EE TIES 1 8 1 3 3A19 @ 12" 10," SECTION: 86 4 4-03 @ 2-T8B 1 4 1 4 9-08 @ CB 1 4 1 4 4A14 COR.BARS TIES 1 9 1 3 3A19 @ 12" 10" SECTION: 87 4 2-06 @ 249B 1 4 1 4 9-11 @ CB 1 4 1 4 014 COR.BARS TIES 1 8 1 3 3A19 @ 12" 10" DWLS SECTION: B8 5 1-06 @ 4-T8$ 1 4 SECTION: 4 9-11 2 -TSB O.F. 1 4 9 4 4-11 2 -TSB I.F. CB 1 4 SETS WITH 1 EACH 4 4A14 COR.BARS O.F. CB 1 4 15-10 THRU 13-01. MARK 034 4 022 COR.BARS I.F. 4 -TSB 1 4 4 5-02 4 12-06 2 -TSB I.F. 1 4 4 7-02 4 9-10 2 -TSB O.F. CB 1 4 4 8-11 4 4A11 COR.BARS 1.F. CB 1 4 SLAB -4 4 4A14 COR.BARS O.F. TIE -3 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 5 SETS WITH 1 EACH MARK 3A48 THRU 3A52 TIE -4 1 2x 4 # 3 VARYING LENGTHS 4 -PAIRS @ 12" 1 4 SETS WITH 1 EACH 101" i 10 MARK 3A53 THRU 3A56 10" TIE -5 1 2x 7 # 3 VARYING LENGTHS 7 -PAIRS @ 12" LIST -9 1 7 SETS WITH 1 EACH 10" 9 MARK 3A57 THRU 3A63 SECTION: 89 LIST -10 4 -TSB 1 2 @ 4 20-00 1 -TSB O.F. 1 1 2 @ 4 20-07 1 -TSB 1 1 2 @ 4 21-07 1 -TSB 1 1 2 @ 4 22-01 1 -TSB I.F. TIES 1 20 3 3A75 @ 12" 1 2 4 8-11 PLAN LOCATION: BEAM 10" LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES 10" SECTION: 810 SLAB -7 4 -TSB 1 8 2 4 10-00 @ TIES 1 4 10 3 3A75 @ 12" TIES 1 4 # 3 VARYING LENGTHS @ 12" LW 4 SETS WITH 1 EACH @ 10" SW 1 MARK 3A76 THRU 3A79 @ 10„ SECTION: 811 BOT 1 4 6 6A17 COL END BOT 1 4 6 16-03 TOP 1 4 6 6A25 TIES 1 28 3 3A26 AS SHOWN SECTION: 812 BOT 1 4 6 6A17 COL ENO BOT 1 4 6 12-04 TOP 1 4 6 6A28 TIES 1 25 3 3A26 AS SHOWN SECTION: B13 BOT 1 4 6 6A17 COL END BOT 1 4 6 8-09 TOP 1 4 6 6A29 TIES 1 8 3 3A26 @ 12" SECTION: 814 BOT 1 4 6 6A17 COL END TOP 1 4 6 6A30 TIES 1 4 3 3A26 @ 12" SECTION: 815 BOT 1 4 6 6A31 TOP 1 4 6 6A32 TIES 1 3 3 3A26 @ 12" SECTION: B16 BOT 2 4 6 6A31 TOP 2 4 6 4-04 TIES 2 2 3 3A26 @ 12" 3 2 1 I I WILKINSON STEEL CO. PLAN LOCATION: 6" SLAB LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES NO OTHER USE SECTION: SLAB -1 THIS DRAWING REPRESENTS OUR LIST -1 1 4 # 4 VARYING LENGTHS @ 10" 4 SETS WITH 1 EACH APPROVAL IS TO CONFIRM THE 1-10 THRU 2-10, MARK 033 CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- s LIST -2 1 1 4 4-10 @ IOU C,q 1 1 4 2-08 @ 10"7, dt OWLS 1 4 5 1-06 @ " 181 JACKSONVILLE+ FLORIDA SECTION: SLAB -2 DISC 1ST FLOM PLAN LIST -3 1 1 4 4-07 @ 10" 1 1 4 5-06 @ 10" use 1 1 4 6-04 @ 10" LOC 1 1 4 7-02 @ 10„ C. C. BORDEN CONSTRUCTION 1 1 4 8-00 @ 10", 1 1 4 8-10 @ 10" 1 1 4 9-08 @ 10`" 1 1 4 10-06 @ 10" 1 1 4 12-06 @ 101" 1 1 4 14-06 @ 10'" CR60 GAL V. 1 1 4 16-04 @ 10" LIST -4 1 4 4 10-01 @ 10" 1 1 4 9-03 @ 10" 1 1 4 8-05 @ 10" 1 1 4 7-07 @ 10" 1 1 4 6-09 @ 101, 1 1 4 5-11 @ 10" 1 1 4 5-01 @ 10," 1 1 4 4-03 @ t0„ 1 1 4 3-06 @ 10„ 1 1 4 3-02 @ 10" 1 1 4 2-10 @ 10" 1 1 4 2-06 @ 10'" 1 1 4 2-01 @ 10" 1 1 4 1-09 @ 10" 1 1 4 1-05 @ 10" DWLS 1 9 5 1-06 @ 18" SECTION: SLAB -3 LIST -5 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 15-10 THRU 13-01. MARK 034 LIST -6 1 1 4 5-02 @ 10`" 1 1 4 7-02 @ 10", 1 15 4 8-11 @ 10", SECTION: SLAB -4 LIST -7 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 12-01 THRU 9-04. MARK 035 LIST -8 1 1 4 6-00 @ lo`" 1 1 4 8-00 @ 101" i 10 4 9-00 @ 10" SECTION: SLAB -5 LIST -9 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 8-03 THRU 5-06, MARK 4A36 LIST -10 1 1 4 4-10 @ 10" 1 1 4 6-10 @ 10" 1 1 4 8-10 @ 101" 1 5 4 9-00 @ 101" SECTION: SLAB -6 LW 1 2 4 8-11 @ 10" SW 1 9 4 3-02 @ 10" SECTION: SLAB -7 LW 1 2 4 9-10 @ 10" SW 1 10 4 3-06 @ 10" SECTION: SLAB -8 LW 1 2 4 8-09 @ 10" SW 1 9 4 3-02 @ 10„ WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH 18140T NECESSARY. No. PR I NTS DATE 10 ApPRow. 10/06/04 1WILKINSON STEEL COMPANY ARCH. 2ND APPROV. JACKSONVILLE+ FLORIDA CONTR. DISC 1ST FLOM PLAN SHOP F IELD use PROD ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CO4TR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R2 CONT. WS4 4 4 2 CR60 PLAIN CHK GR60 EPDXY F—BY-7 DATE I CR60 GAL V. EXISTING NEW * CORE HOLE Y4 o LARGER WALL WALL THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH MANUF, PRINTED INSTRUCTIONS. CMU WALL REINF, SEE GEN NOTES T, TTG EL, MATCH 47 EXISTING *ADD (3) #5x2'-6" CTR'D. DRILL & EPDXY CONT BOT REINF, GROUT (8" MIN.) INTO ' (SEE FTG DETAIL) EXISTING FTG. SECTION 5 SCALE 30 = 1 •—W- S-5 CONC SLAB, SEE PLAN SLAB REINF, SEE PLAN Z 5 a w EXTERIOR GRADE, SEE CIVIL 3—#5' PONT. W/ #3 036" TRANSV SECTION 9 SCALE: NTS S-5 MAWSC\WS4442\R1.dgn 10/06/200412:40:53 PM -- CONT #4, SEE PLAN WWF, SEE PLAN CMU WALL REINF,(6A3) SEE GEN NOTES NOTE: ALL WALLS ARE TO BE BRACED NEW 8" CMU WALL, DURING CONSTRUCTION AFTER SEE PLAN WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT DOWELS SAME AS VERT�6AZ) REINF, SEE GEN NOTES CONT FTG, SEE PLAN 18"0 EXISTG W=: ALL WALLS ARE TO BE BRACED I CONC COL DURING CONSTRUCTION AFTER WALL HEIGHT EXCEEDS 2'—O" FROM TOP OF FTG, UNTIL R i i FLOOR SLAB IS PRESENT I I I _ CMU WALL REINF, SEE 'GEN NOTES ` EXISTG 18 s� I _L CONC COL ``'` 1 _ w L NEW 8" CMU WALL, oilSEE PLAN i1 L if iL !t l DRILL & EPDXY GROUT * _ EXISTG FTG AND REINF DWLS (8" MIN) INTO EXISTING FTG AS REQ'D w (SEE GENERAL NOTES) SECTION 6 SCALE: NTS S-5 SEE SECTION 9/S-5, SIM CMU WALL REINF, SEE GEN NOTES NEW 8" CMU WALL, SEE PLAN WHEN 'L' EXCEEDS 8'--0" 9-0 TIES 0 6" #6w I1-2 6—#6 EQ SPA W/- #3 TIES Cir 12" FULL HEIGHT �3AIS, a. od Iv gN FTG REINF, 5EE SCHED L...c-A-,> E:' \4�� ( F/6:44 or e"o L SECTION 7 SCALE: NTS S�-5 \_#3 TIES ® 12" T/YP LION 444 ( ?AZV) ,e , SECTIONrio""'IN SCALE: NTS S-5 I I ..JL_ 4EN 'L' EXCEE)S 8'- " 12=#3 TIES 0 4" A, All `s IL w c5 T— CONC BI 4—#6 Cl 4—##6 Cl #3 TIES (SEE SE 18"o CONC COL --CONC CURB EL, 18"O CONCRETE COL BEYOND SECTION 8 SCALE: NTS S-5 &C WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS ORAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO- BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA. TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS NOT NECESSAR'4 5'-6„ I I'tPaoV 14-7 EXTEND AS FAR AS- P SSiBLE INTO COLUMN CONC BEAM, 1-#4 'EA CORNER w/ #3 TIES ® 12" 18"O CONCRETE COL BEYOND SECTION 8 SCALE: NTS S-5 &C WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS ORAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO- BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA. TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS NOT NECESSAR'4 NO. I I'tPaoV WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA 10 ApPsnv, AIUAI 10106/04 AAPPROV.O CONTRRECCORO [ESC SECTIONS SHOP FIELD USE PROD ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA COITR C. C. BORDEN CONSTRUCT I ON DOMESTIC MADE JEC SHEET NO. R3 CONT. WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXY O E S C R I P T 10 N BY DATE GR60 GALV. SECTION r2 SCALE: NTS �_6 CONC FILL 0 RECESS, SEE PLAN EXISTG EDGE ---s SLAB BEAM SECTION 6 SCALE: NTS S-6. ANCHOR BOLT, SEE SCHEDULE ON SMT S-7 NEW CONC SLAB W/ WWF, SEE PLAN W w COMPACTED FILL NEW 8" CMU WALL, SEE PLAN MAVVbL;\VVb44411Ki .agn i umouuu4 i L:4i :oo rm . REMOVE EXISTG CURB AS REQ'D 2x STUD WALL SEE GEN NOTES cn:5 !_,4!! SECTION 8 SCALE: NTS S-6 CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN `--NEW CONC BEAM W/ 2-#4 T&B & #3 TIES 0 12". *DRILL AND EPDXY #4 BARS x 48" LG a INTERSEC11ON OF EXISTG BEAM NEW CONC BEAM W/ 2-#4 T&B & #3 TIES CSD 12" EXISTG EDGE SLAB BEAM SLAB REINF, SEE PLAN #5x1'-6"018" EPDXIED p" INTO EXISTG SLAB, SEE GENERAL NOTES SECTION 3 SCALE: NTS S -g ANCHOR BOLT, SEE SCHEDULE: ON SHT S-7 NE.W CONC SLAB W/ WWF, SEE PLAN En COMPACTED FILL NEW 8" CMU WALL, SEE PLAN CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN --/ 2x STUD WALL, S�E GEN NOTES ` `—NEW CONC BEAM W/ 4-#4 T&B & #3 TIES' 0 12" SECTION 7 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING EXISTING DBL SHEATHING AND REPLACE WITH IN V OSB 2x TOP PLATE (OR PLYWOOD) SHEATHING. PRQVIDE BLOCKING EXISTING ROOF ATALL EDGES w/ 8d NAILS 04" SPA AND 8d SHEATHING NAILS 0 12" SPA AT INTERMEDIATE SUPPORTS. EXISTING DBL 2•-SIMPSON MSTA30 .2x TOP" PLATE w/ 8-10d NAILS (4 EA SIDE) INTO 3-=2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD TO EA PLATE AS SHOWN --- 8 NEW WOOD' BE.AM,. . EL 2 ,.� (FIELD V&") f2 V ;652 22 EXISTING NEW. 5)rx33z" TIMBER TRUSS BEYOND NEW PL Y4x4x4 STRAND "(1.3E) WOOD BEAM EA SIDE OF EXSTG W8X10 NEW WOOD BEAM w/ 2x PLATE NEW CONC PIER, SEE PLAN lis 22 -- EXSTG CONC SLAB AND CMU "WALL BELOW, SEE PLAN a NOTE: CUT & REMOVE EXISTING 2x STUDS AT ELEVATION AS REQ'D OR REPLACE EXISTING >y STUDS WITH 2x4 SPF STUDS 0 14EEXTEND (SEE NAILING SCHEDULE)REMOVE EXISTING CMU WALL TO FOOTING AND CONC PIER EXISTING FOOTING M BELOW 2" !! EXISTING FOOTING 4 4 sat Si SECTION SCALE: NTS 5-.6 ok` w� REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN 3j" OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d NAILS 0 12"_ SPA AT INTERMEDIATE SUPPORTS. EXISTING 3-2x END WALL COLUMN 5" MIN EPDXY 6-9g o THREADED ROD x 0'_5" MIN EMB LENGTH Cit EQ SPA - EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY - FOLLOW ALL MANUF INSTRUCT. SIMPSON MSTCM40 w/ 27-16d NAILS & 14-Y4 x23`4" T1TEN SCREWS INTO CONCRETE PIER ----- 4--#6 VERT BAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. / #5 CTR'D 0 ' 12" VERT & ,/ #5 CTR'D @ 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW. 4-#7 DOWEL BAR CTR'D IN WALL, 2 EA END •-• EPDXY INTO EXISTING FOOTING. NEW CONC BEAM W/ 2-#4 T&B & #3 TIES 0 12 . *DRILL AND EPO #4 BARS INTO EXIS BEAM WILKIN 3ON STEEL CO. FOP APPROVAL NO THER USE THIS DRAW NO REPRESENTS OUR INTERPRET TON OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION, DETA L DIM NSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND Y UR t�FPROVAI OF SUC4 IS NOT NEC SSARY. (SEE GEN NOTES) EPDXY #5 DOWELS x 0'--5" Al g J0 I B i EMB LGTH 0 12" SPA A E H 2" - -- 'CE, -� J 4» . 25 T2 p P��; A .. Lt K 3 z 1 BAR BNO 18" O CONCRETE COL BEYOND EXISTG 18"o ----� i CONC COL to APPROV. NEW IN SLAB CONC BEAM, SEE 10/S-5 SIM CONTR. RECORD i T SLAB EL DISC SECT I ONS A BENDING SEE PLAN 1 SHOP i DRILL & EPDXY GROUT EXISTG IN SLAB #6 BARS INTO EXISTING CONC BM i. CONC COL PER GENERAL NOTES SECTION r2 SCALE: NTS �_6 CONC FILL 0 RECESS, SEE PLAN EXISTG EDGE ---s SLAB BEAM SECTION 6 SCALE: NTS S-6. ANCHOR BOLT, SEE SCHEDULE ON SMT S-7 NEW CONC SLAB W/ WWF, SEE PLAN W w COMPACTED FILL NEW 8" CMU WALL, SEE PLAN MAVVbL;\VVb44411Ki .agn i umouuu4 i L:4i :oo rm . REMOVE EXISTG CURB AS REQ'D 2x STUD WALL SEE GEN NOTES cn:5 !_,4!! SECTION 8 SCALE: NTS S-6 CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN `--NEW CONC BEAM W/ 2-#4 T&B & #3 TIES 0 12". *DRILL AND EPDXY #4 BARS x 48" LG a INTERSEC11ON OF EXISTG BEAM NEW CONC BEAM W/ 2-#4 T&B & #3 TIES CSD 12" EXISTG EDGE SLAB BEAM SLAB REINF, SEE PLAN #5x1'-6"018" EPDXIED p" INTO EXISTG SLAB, SEE GENERAL NOTES SECTION 3 SCALE: NTS S -g ANCHOR BOLT, SEE SCHEDULE: ON SHT S-7 NE.W CONC SLAB W/ WWF, SEE PLAN En COMPACTED FILL NEW 8" CMU WALL, SEE PLAN CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN --/ 2x STUD WALL, S�E GEN NOTES ` `—NEW CONC BEAM W/ 4-#4 T&B & #3 TIES' 0 12" SECTION 7 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING EXISTING DBL SHEATHING AND REPLACE WITH IN V OSB 2x TOP PLATE (OR PLYWOOD) SHEATHING. PRQVIDE BLOCKING EXISTING ROOF ATALL EDGES w/ 8d NAILS 04" SPA AND 8d SHEATHING NAILS 0 12" SPA AT INTERMEDIATE SUPPORTS. EXISTING DBL 2•-SIMPSON MSTA30 .2x TOP" PLATE w/ 8-10d NAILS (4 EA SIDE) INTO 3-=2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD TO EA PLATE AS SHOWN --- 8 NEW WOOD' BE.AM,. . EL 2 ,.� (FIELD V&") f2 V ;652 22 EXISTING NEW. 5)rx33z" TIMBER TRUSS BEYOND NEW PL Y4x4x4 STRAND "(1.3E) WOOD BEAM EA SIDE OF EXSTG W8X10 NEW WOOD BEAM w/ 2x PLATE NEW CONC PIER, SEE PLAN lis 22 -- EXSTG CONC SLAB AND CMU "WALL BELOW, SEE PLAN a NOTE: CUT & REMOVE EXISTING 2x STUDS AT ELEVATION AS REQ'D OR REPLACE EXISTING >y STUDS WITH 2x4 SPF STUDS 0 14EEXTEND (SEE NAILING SCHEDULE)REMOVE EXISTING CMU WALL TO FOOTING AND CONC PIER EXISTING FOOTING M BELOW 2" !! EXISTING FOOTING 4 4 sat Si SECTION SCALE: NTS 5-.6 ok` w� REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN 3j" OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d NAILS 0 12"_ SPA AT INTERMEDIATE SUPPORTS. EXISTING 3-2x END WALL COLUMN 5" MIN EPDXY 6-9g o THREADED ROD x 0'_5" MIN EMB LENGTH Cit EQ SPA - EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY - FOLLOW ALL MANUF INSTRUCT. SIMPSON MSTCM40 w/ 27-16d NAILS & 14-Y4 x23`4" T1TEN SCREWS INTO CONCRETE PIER ----- 4--#6 VERT BAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. / #5 CTR'D 0 ' 12" VERT & ,/ #5 CTR'D @ 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW. 4-#7 DOWEL BAR CTR'D IN WALL, 2 EA END •-• EPDXY INTO EXISTING FOOTING. NEW CONC BEAM W/ 2-#4 T&B & #3 TIES 0 12 . *DRILL AND EPO #4 BARS INTO EXIS BEAM WILKIN 3ON STEEL CO. FOP APPROVAL NO THER USE THIS DRAW NO REPRESENTS OUR INTERPRET TON OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION, DETA L DIM NSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND Y UR t�FPROVAI OF SUC4 IS NOT NEC SSARY. (SEE GEN NOTES) EPDXY #5 DOWELS x 0'--5" Al g J0 I B i EMB LGTH 0 12" SPA A E H 2" - -- 'CE, -� J 4» . 25 T2 p P��; A .. Lt K 3 z 1 BAR BNO BENDING DIMENSIONS I MINI) WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA 17 S p C to APPROV. 10 % %44 ARCH. V. APPROV. CONTR. RECORD DISC SECT I ONS A BENDING SHOP T3 G -LAP OA C = C i RCUM (JELD USE PROJ ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEc SHEET NO, R4 CONT. WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXY BY DATE I CR60 GALV, I MINI) WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA 17 S p C to APPROV. 10 % %44 ARCH. V. APPROV. CONTR. RECORD DISC SECT I ONS A BENDING SHOP T3 G -LAP OA C = C i RCUM (JELD USE PROJ ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEc SHEET NO, R4 CONT. WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXY BY DATE I CR60 GALV, 1 i 1 1 1 7 COL -1 COL -1 B { 1 1 COL -1 COL -1 1 II , II , II , IB II , II , II , t { i { { { { ► COL -1 t_ —rte B(3) FOUNDATION PLAN MAVVSC\VVS4442\R1.dgn 10/06t2004 01:00:00 PM B(2) LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES uAIt PLAN LOCATION: COL FTGS OWLS VERT 14 LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES LAP 36" WI#7 OWLS VERT SECTION: A LAP 22" WI#5 OWLS HORIZ 1 13 5 3-00 e TAB EW 2 , e 4-06 20-00 , e .9 STANDEE , e 3 5 , e EW OWLS TRANSV OWLS B { 1 1 COL -1 COL -1 1 II , II , II , IB II , II , II , t { i { { { { ► COL -1 t_ —rte B(3) FOUNDATION PLAN MAVVSC\VVS4442\R1.dgn 10/06t2004 01:00:00 PM B(2) PLAN LOCATION: 18" DIAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES uAIt PLAN LOCATION: COL FTGS OWLS VERT 14 LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES LAP 36" WI#7 OWLS VERT SECTION: A LAP 22" WI#5 OWLS HORIZ 1 13 5 3-00 @ 12" TAB EW 2 4x 6 5 4-06 20-00 6—EW TAB .9 STANDEE 2 4 3 5 3A1 @ 48" EW OWLS TRANSV OWLS 2 6 6 2-06 1-02 6A16 8" INTO EXISTING @ 36" VERT TIES 2 2 3 3A15 AS SHOWN HK TOP 1 29 SECTION: B 5A3 MATCH VERTICALS 1 -CONT TAB EW 7 4x 5 5 3-06 5 -TAB EW STANDEE 7 4 3 16-08 3A1 @ 48" EW OWLS 7 6 6 6A16 3 -CONT TIES 7 2 3 9-06 3A15 CB 1 3 SECTION: B(l) 5A4 COR.BARS CB TAB 1 2x 5 5 3-06 5A5 5 -TAB SW TRANSV TAB 1 2x 5 5 5-00 5 -TAB INTO FTG STANDEE 1 4 3 3A1 @ 48" EW HK TOP OWLS 1 6 6 6A16 MATCH VERTICALS 1 -CONT TIES 1 2 3 9-02 3A15 SLAB EDGE CB 1 1 SECTION: B(2) 4A6 COR.BAR CB TAB 1 2x 5 5 3-06 4A7 5 -TAB SW TAB 1 2x 5 5 4-10 5 -TAB INTO FTG STANDEE 1 4 3 12-09 3A1 @ 48" EW TRANSV OWLS 1 6 6 1-02 6A16 @ 36" VERT TIES 1 2 3 3A15 @ 48" AS SHOWN HK TOP 1 4 SECTION: B(3) 5A3 MATCH VERTICALS i -CONT TAB 2 2x 5 5 3-06 5 -TAB SW TAB 2 2x 5 5 4-07 5 -TAB INTO FTG STANDEE 2 4 3 10-00 3A1 @ 48" EW CB OWLS 2 6 6 6A16 COR.BARS 3 -EE TRANSV TIES 2 2 3 1-02 3A15 @ 36" VERT 1 3 SECTION: B(o) 5A2 @ 48" AS SHOWN HK TOP TAB 1 2x 5 5 3-06 5A3 5 -TAB SW 1 -CONT TAB 1 2x 5 5 4-02 5 -TAB INTO EXISTING STANDEE 1 4 3 3A1 @ 48" EW OWLS 1 6 6 6A16 @ 48" EW 3 -CONT TIES 1 2 3 12-09 3A15 TRANSV PLAN LOCATION: 18" DIAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES uAIt SECTION: ALT -1 SECTION: COL -1 OWLS VERT 14 6 6 11-02 OWLS TIES 14 12 3 3A15 @ 12" PLAN LOCATION: COLUMN LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES RECEIVED uAIt SECTION: ALT -1 PLAN LOCATION: WALL FTGS OWLS 1 4 7 7-03 2 -ES EMBED 9" OWLS 1 2 5 2-07 @ 12" EMBED 5" VERT 1 4 6 9-02 LAP 36" WI#7 OWLS VERT 1 2 5 12-08 LAP 22" WI#5 OWLS HORIZ 1 13 5 3-00 @ 12" ��a ti�eC �Sa�a 3 2 1 i0.rRCH RECEIVED uAIt CST C 6 2004 PLAN LOCATION: WALL FTGS APPRGV. 10/06/04 LABEL XR PL OTY SIZE N OTTIE�i1R USE LENGTH BARMARK PLACING NOTES INT RPRETj�'rio,,q o AND WORK ^�BE DONE. YOut'll SECTION: WF1 APPROVAL iS TO C0:NHRM THE q� Q'PRU THE SS OF OUri Er_IiPNt;"}1- 3N. 0ET.AIL 3—CONT 1 3 iV ANO VO UR APi"f'i.VAL OF S U C; 5 20-00 DOMESTIC 3—RUNS,1—EA.RUN;) .9 JEC 1 3 GR60 PLAIN 5 17-08 1—EA.RUN.LAP 25 oto, OWLS TRANSV 1 1 3 12 5 3 2-06 1-02 8" INTO EXISTING @ 36" VERT 1 29 5 5A2 AS SHOWN HK TOP 1 29 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 20-00 1-RUN.I-EA.RUN 1 1 4 16-08 1-EA.RUN.LAP 20" SECTION: WF2 3 -CONT 1 3 5 9-06 CB 1 3 5 5A4 COR.BARS CB 1 3 5 5A5 COR.BARS TRANSV 1 4 3 1-02 @ 36" VERT 1 3 5 5A3 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 9-02 SLAB EDGE CB 1 1 4 4A6 COR.BAR CB 1 1 4 4A7 COR.BAR SECTION: WF3 3 -CONT 1 3 5 12-09 TRANSV 1 5 3 1-02 @ 36" VERT 1 4 5 5A2 @ 48" AS SHOWN HK TOP 1 4 5 5A3 MATCH VERTICALS i -CONT 1 1 4 12-08 SLAB EDGE SECTION: WF4 3 -CONT 1 3 5 10-00 CB 1 2x 3 5 5A8 COR.BARS 3 -EE TRANSV 1 4 3 1-02 @ 36" VERT 1 3 5 5A2 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 10-00 SLAB EDGE CB 1 2x 1 4 09 COR.BAR 1 -EE SECTION: WF5 3 -CONT 1 3 5 12-09 TRANSV 1 5 3 1-02 @ 36" VERT 1 4 5 5A2 @ 48" AS SHOWN HK TOP 1 4 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 12-08 SLAB EDGE SECTION: WF6 3—CONT 1 3 5 11-08 TRANSV 1 4 3 1-02 @ 36" CB 1 3 5 5A5 COR.BARS CB 1 3 5 5Al2 COR.BARS VERT 1 3 5 5A2 @ 48" AS SHOWN HK TOP 1 3 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 11-09 SLAB EDGE CB 1 1 4 07 COR.BAR CB 1 1 4 011 COR.BAR SECTION: WF7 3 -CONT 1 3 5 22-00 OWLS 1 3 5 2-06 8" INTO EXISTING TRANSV 1 8 3 1-02 @ 36" VERT 1 5 5 5A2 @ 48" AS SHOWN VERT 1 1 5 5-02 8" INTO MISTING HK TOP 1 6 5 5A3 MATCH VERTICALS 1 -CONT 1 1 4 22-00 SLAB EDGE SECTION: WF8 3 -CONT 1 2 5 4-10 1 1 5 4-04 OWLS 1 2x 3 5 2-06 8" INTO EXISTING TRANSV 1 3 3 1-02 @ 36" CB 1 3 5 5A13 CDR -BARS VERT 1 2 5 5A2 @ 48" AS SHOWN VERT 1 1 5 5-02 8" INTO EXISTING HK TOP 1 3 5 5A3 MATCH VERTICALS 1—CONT 1 1 4 10-00 SLAB EDGE CB 1 1 4 014 COR.BAR i0.rRCH RECEIVED uAIt CST C 6 2004 10 APPRGV. 10/06/04 WILKINSON STEEL M 0\1 ED � FOR APPROVAL CIT( OF A ANT FIB EACH N OTTIE�i1R USE $UILDING DESC FOUNDATIONS INT RPRETj�'rio,,q o AND WORK ^�BE DONE. YOut'll FIELD USE APPROVAL iS TO C0:NHRM THE q� Q'PRU THE SS OF OUri Er_IiPNt;"}1- 3N. 0ET.AIL Dik",EN!S!0NS t-)RIG;N. D BY WS ARE OUR iV ANO VO UR APi"f'i.VAL OF S U C; � NOT OT r ECcSSA,iaY. i0.rRCH uAIt WILKINSON STEEL COMPANYARCH. JACKSONVILLE. FLORIDA 10 APPRGV. 10/06/04 2ND APPROV. RECORD DESC FOUNDATIONS SHOP FIELD USE PROJ ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA COVTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET N0, R1 CONT. WS4 4 4 2 GR60 PLAIN CHK GR60 EPDXY IWA /tit it I I RST FLOOR PLAN MAVVSC\VVS4442\R1.dgn 10/06/2004 01:04:44 PM 3 2 1 PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH EARMARK PLACING NOTES PLACING NOTES SECTION: B1 SECTION: SLAB -1 2-T8$ 1 4 1 4 19-00 # 4 VARYING LENGTHS OWLS 1 4 4 4 4-00 DRIL INTO EXIST. CB 1 4 4 4A9 COR.BARS TIES 1 17 1 3 3A19 @ 12" TIE 1 1 1 3 3A20 @ 12" 10" OWLS SECTION: B2 5 1-06 @ 2-T8$ 1 4 SECTION: 4 29-10 CB 1 4 1 4 011 CDR -BARS TIES 1 27 1 3 3A19 @ 12" 10" SECTION: 83 4 6-04 @ 2-T&B 1 4 1 4 9-08 @ CB 1 4 1 4 014 CDR -BARS TIES 1 7 1 3 3A19 @ 12" 10" SECTION: 84 4 9-08 @ 4 -TDB 1 4 1 4 10-00 2-T&B O.F. 10" 1 4 1 4 4A37 2-T&B I.F. TIE -1 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 10" 5 SETS WITH 1 EACH @ 10" LIST -4 1 MARK 3A64 THRU 3A68 @ TIE -2 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 10" 5 SETS WITH 1 EACH @ 10" 1 MARK 3A69 THRU 3A73 @ 10" SECTION: 85 4 6-09 @ 2-T8$ 1 4 1 4 10-00 @ CB 1 2x 4 1 4 014 COR.BARS 4 -EE TIES 1 8 1 3 3A19 @ 12" 10" SECTION: B6 4 3-06 @ 2-T&B 1 4 1 4 9-08 @ CB 1 4 1 4 014 COR.BARS TIES 1 9 1 3 3A19 @ 12" 10" SECTION: B7 4 2-01 @ 2-T8B 1 4 1 4 9-11 @ CB 1 4 1 4 014 COR.BARS TIES 1 8 9 3 3A19 @ 12" 18" SECTION: 88 SLAB -3 4 -TSB 1 4 9 4 9-11 2-TxB O.F. 1 4 SETS WITH 1 EACH 4 4-11 2 -TDB I.F. CB 1 4 15-10 THRU 13-01. MARK 034 4 014 COR.BARS O.F. CB 1 4 4 5-02 4 4A22 COR.BARS I.F. 4-T8$ 1 4 4 7-02 4 12-06 2-TEB I.F. 1 4 4 8-11 4 9-10 2 -TDB O.F. CB 1 4 SLAB -4 4 011 COR.BARS 1.F. CB 1 4 # 4 VARYING LENGTHS 4 014 COR.BARS O.F. TIE -3 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 5 SETS WITH 1 EACH LIST -8 1 1 4 6-00 MARK 3A48 THRU 3A52 TIE -4 1 2x 4 # 3 VARYING LENGTHS 4 -PAIRS @ 12" 1 10 4 SETS WITH 1 EACH SECTION: SLAB -5 MARK 3A53 THRU 3A56 LIST -9 TIE -5 1 2x 7 # 3 VARYING LENGTHS 7 -PAIRS @ 12" 9 7 SETS WITH 1 EACH 8-03 THRU 5-06, MARK 4A36 MARK 3A57 THRU 3A63 1 1 4 4-10 SECTION: B9 1 4 -TSB 1 2 10" 4 20-00 1-T&B Q.F. 1 1 2 10" 4 20-07 1 -TDB 5 1 2 10" 4 21-07 1 -TDB SECTION: 1 2 4 22-01 1-T8$ I.F. TIES 1 20 10" 3 3A75 @ 12" 9 4 3-02 @ PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES LW 1 SECTION: B10 @ 10" 4-T&B 1 8 4 3-06 4 10-00 10" TIES 1 4 SLAB -8 3 3A75 @ 12" TIES 1 4 # 3 VARYING LENGTHS @ 12" SW 1 4 SETS WITH 1 EACH 10" MARK 3A76 THRU 3A79 SECTION: 811 BOT 1 4 6 6A17 COL END BOT 1 4 6 16-03 TOP 1 4 6 6A25 TIES 1 28 3 3A26 AS SHOWN SECTION: 812 BOT 1 4 6 6A17 COL END BOT 1 4 6 12-04 TOP 1 4 6 6A28 TIES 1 25 3 3A26 AS SHOWN SECTION: 813 BOT 1 4 6 6A17 COL END BOT 1 4 6 8-09 TOP 1 4 6 6A29 TIES 1 8 3 3A26 @ 12" SECTION: B14 BOT 1 4 6 6A17 COL END TOP 1 4 6 6A30 TIES 1 4 3 3A26 @ 12" SECTION: 815 BOT 1 4 6 6A31 TOP 1 4 6 6A32 TIES 1 3 3 3A26 @ 12" SECTION: B16 BOT 2 4 6 6A31 TOP 2 4 6 4-04 TIES 2 2 3 3A26 @ 12" 3 2 1 WILKINSON STEEL CO. PLAN LOCATION: 6" SLAB LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- SECTION: SLAB -1 LIST -1 1 4 # 4 VARYING LENGTHS @ 10" OAT WILKINSON STEEL COMPANYARCH. JACKSONVILLE, FLORIDA 4 SETS WITH 1 EACH 2ND APPROV. 1-10 THRU 2-10, MARK 033 DESC IST FLOOR PLAN LIST -2 1 1 4 4-10 @ Y 10" 1 1 4 2-08 @ 10" OWLS 1 4 5 1-06 @ 18" SECTION: SLAB -2 LIST -3 1 1 4 4-07 @ 10" 1 1 4 5-06 @ 10" 1 1 4 6-04 @ 10" 1 1 4 7-02 @ 10" 1 1 4 8-00 @ 10" 1 1 4 8-10 @ 10" 1 1 4 9-08 @ 10" 1 1 4 10-06 @ 10" 1 1 4 12-06 @ 10" 1 1 4 14-06 @ 10" 1 1 4 16-04 @ 10" LIST -4 1 4 4 10-01 @ 10" 1 1 4 9-03 @ 10" 1 1 4 8-05 @ 10" 1 1 4 7-07 @ 10" 1 1 4 6-09 @ 10" 1 1 4 5-11 @ 10" 1 1 4 5-01 @ 10" 1 1 4 4-03 @ 10" 1 1 4 3-06 @ 10" 1 1 4 3-02 @ 10" 1 1 4 2-10 @ 10" 1 1 4 2-06 @ 10" 1 1 4 2-01 @ 10" 1 1 4 1-09 @ 10" 1 1 4 1-05 @ 10" OWLS 1 9 5 1-06 @ 18" SECTION: SLAB -3 LIST -5 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 15-10 THRU 13-01. MARK 034 LIST -6 1 1 4 5-02 @ 10" 1 1 4 7-02 @ 10" 1 15 4 8-11 @ 10" SECTION: SLAB -4 LIST-? 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 12-01 THRU 9-04. MARK 4A35 LIST -8 1 1 4 6-00 @ 10" 1 1 4 8-00 @ 10" 1 10 4 9-00 @ 101, SECTION: SLAB -5 LIST -9 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 8-03 THRU 5-06, MARK 4A36 LIST -10 1 1 4 4-10 @ 10" 1 1 4 6-10 @ 10" 1 1 4 8-10 @ 10" 1 5 4 9-00 @ 10" SECTION: SLAB -6 LW 1 2 4 8-11 @ 10" SW 1 9 4 3-02 @ 10" SECTION: SLAB -7 LW 1 2 4 9-10 @ 10" SW 1 10 4 3-06 @ 10" SECTION: SLAB -8 LW 1 2 4 8-09 @ 10" SW 1 9 4 3-02 @ 10" WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO 13E DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS NOT NECESSARY.. 10. PRINTS OAT WILKINSON STEEL COMPANYARCH. JACKSONVILLE, FLORIDA 10 APPROy.10/06/04 2ND APPROV. RECORD DESC IST FLOOR PLAN SHOP FIELD USE PROJ ATLANTIC BEACH CITY HAIL LOC ATLANTIC BEACH, FLORIDA COVTR C. C. BORDEN CONSTRUCTION .DOMESTIC MADE JEC R CR60 PLAIN CHK SHEET NO. 2 GR60 EPDXY CHIT. WS4 442 GR60 GAL V.`' EXISTING NEW * CORE HOLE AVO LARGER WALL WALL THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY HILTI OR EQUAL. APPLY IN ACCORDANCE WITH MANUF, PRINTED INSTRUCTIONS. CMU WALL REINF, SEE GEN NOTES T, T FTG EL MATCH EXISTING *ADD (3) #5x2'-6" CTR'D. DRILL & EPDXY CONT BOT REINF, GROUT (8" MIN.) INTO ' (SEE FTG DETAIL) EXISTING FTG. SECTION 5 SCALE 3/+" CONC SLAB, SEE PLAN SLAB REINF, SEE PLAN z a w EXTERIOR -- GRADE, SEE CIVIL 3-##5- CONT. W/ #3 036" TRANSV MAWSC\W64442\R1.dgn 10/06/200412:40:53 PM CONT #4, SEE PLAN r- WWF, SEE PLAN I CMU WALL REINF,6;A3) SEE GEN NOTES NOTE: ALL WALLS ARE TO BE BRACED NEW 8" CMU WALL, DURING CONSTRUCTION AFTER SEE PLAN WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT �---- - DOWELS SAME AS VERT,SA2) REINF, SEE GEN NOTES CONT FTG, SEE PLAN SECTION 9 SCALE: NTS S_g 18"0 EXISTG PfPnOV CONI COL WM: ALL WALLS ARE TO BE BRACED I DURING CONSTRUCTION AFTER AS _. WHEN A' EXCEE WALL HEIGHT EXCEEDS 2'-0" 9--#3 TIES 0 6" #3 TIES 0 12 FROM TOP OF FTG, UNTIL ®? 4" w/ #3 TIES TYP UON SHOP FLOOR SLAB IS PRESENT I i 1 1 FIE DD S PROD ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH. FLORIDA CONTR C. C. BORDEN CONSTRUCTION CMU WALL REINF, (S�3 'GEN DOMESTIC j MADE JEC SHEET NO. R3 WS4 4 4 2 SEE NOTES ` EXISTG 18"0r~,'' i _L GRGO EPDXYCONT. AfltA A.. .. CONC COL 1w NEW 8" CMU WALL, I SEE PLAN 1 , L GRILL & EPDXY GROUT r �EXISTG I_ FTG AND REINF DWLS (8" MIN) INTO ` , o. EXISTING FTG AS REQ D w (SEE GENERAL NOTES) SECTION 6 SCALE: NTS S-5 SEE SECTION 9/i3-5, Sits CMU WALL REINF, SEE GEN NOTES NEW 8" CMU WALL, SEE PLAN *Cgw /I -I. 6-#6 EQ FULL �3Ats' FTG REINF, 3EE SCHED L-F—AIIII 4"llf — dle� ") Lk t' not," L SECTION SCALE: NTS S-5 1 8"o CONC COL _L___ .,-CONC CURB 18"0 CONCRETE COL BEYOND I CONC BI 4-#6 Cl 4-#6 Cl #3 TIES (SEE SE (3 EL, PfPnOV UAlt WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA EXTEND WHEN 'L' EXCEEDS W-0" AS _. WHEN A' EXCEE S 8'- 9--#3 TIES 0 6" #3 TIES 0 12 12=#3 TIES ®? 4" w/ #3 TIES TYP UON SHOP 17. 4 1 8"o CONC COL _L___ .,-CONC CURB 18"0 CONCRETE COL BEYOND I CONC BI 4-#6 Cl 4-#6 Cl #3 TIES (SEE SE (3 EL, SECTION 8 SCALE: NTS S_g f/. WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPAETATION OF THE DESIGN AND WORK TO 13E DONE. YOUR APPROVAL IS TO CONFIRM THE CCRAECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCM 13 NOT NECESSARY. iQ. PfPnOV UAlt WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA EXTEND AS FAR AS _. OSSIBLE INTO COLUMN �& ll ) CONC BEAM 1-#4 -EA CORNER w/ #3 TIES 0 12" SECTION 8 SCALE: NTS S_g f/. WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPAETATION OF THE DESIGN AND WORK TO 13E DONE. YOUR APPROVAL IS TO CONFIRM THE CCRAECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCM 13 NOT NECESSARY. iQ. PfPnOV UAlt WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA �� ARCH APPROV. IU%UU�Q� /p0M6/ "APPROV ° RECORD O(SC SECTIONS SHOP FIE DD S PROD ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH. FLORIDA CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC SHEET NO. R3 WS4 4 4 2 GRGO PLAIN CHK GRGO EPDXYCONT. AfltA A.. .. EXISTG 18"0 CONC COL EXISTG IN SLAB CONC BM 18"0 CONCRETE COL BEYOND I SECTION r2 SCALE: NTS S-6 CONC FILL @ RECESS, SEE PLAN NEW IN SLAB CONC BEAM, SEE 10/S--5 SIM DRILL & EPDXY GROUT #6 BARS INTO EXISTING CONC COL PER GENERAL NOTES EXISTG EDGE --� SLAB BEAM SECTION SCALE: NTS 5...6. ANCHOR BOLT, SEE SCHEDULE ON SMT S-7 NEW CONC SLAB W/ WWF, SEE PLAN --•� w .� �r ..bn�fw..h4 �:wr.. •rrrl i � �..�M.: •�� COMPACTED FILL NEW 8" CMU WALL, SEE PLAN SECTION SCALE: NTS M:1WS0\WS44421R1.dgn 10106/200412:41:58 PM REMOVE EXISTG CURB AS REQ'D 2x STUD WALL SEE GEN NOTES z cn 1'-481, CONC FILL RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN NEW CONC BEAM W/ 2–#4 T&B & #3 TIES 0 12". *DRILL AND EPDXY #4 BARS x 48" LG INTERSECTION OF EXISTG BEAM NEW CONC BEAM W/ 2–#4 T&B & #3 TIES 0 12!81 EXISTG EDGE SLAB BEAM SLAB REINF, SEE PLAN #5x1'-6"018" EPDXIED f, INTO EXISTG SLAB, SEE GENERAL NOTES f�4N SECTION r3 SCALE: NTS S--6 ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ INWF, SEE PLAN .,. -tl-1 COMPACTED FILL NEW 8" CMU WALL, SEE PLAN w SECTION r77� SCALE: NTS S� EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN V OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING EXISTING ROOF-- AT ALL EDGES w/ 8d NAILS 0'r SPA AND 8d SHEATHING NAILS 0 12" SPA AT INTERMEDIATE SUPPORTS' EXISTING DBL 2–SIMPSON MSTA30 .2x TOP PLATE w/ 8-1Od NAILS (4 EA SIDE) INTO 3-�2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD TO EA PLATE AS SHOWN B NEW WOOD'BEAM,. EL 18'-2 EXISTING DBL 2x TOP'PLATE CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN --•/ 2x STUD WALL, S�E GEN NOTES NEW CONC BEAM W/ 4–#4 T&B & #3 TIES' ® 12" REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S-6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN )V OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d NAILS 0 12" SPA AT INTERMEDIATE SUPPC>RTS_ 5" (FIELD VE ) u u EXISTING VNEW 5Wx3Yz" TIMBER '_/ TRUSS BEYOND EW PL Y4x4x4 STRAND(1.3E) WOOD BEAM EXSTG W8X10 SIDE OF EW WOOD BEAM w/ 2x PLATE NEW CONC PIER, SEE PLAN 3%;V 22""'" EXSTG CONC SLAB 7ffi+' �' a 0 AND CMU WALL FLOW, � SEE PLAN :3 NOTE: CUT & REMOVE .EXISTING (_ 2x STUDS AT ELEVATION AS REQ'0 OR REPLACE EXISTING wM STUDS WITH 2x4 SPF STUDS CSD 14EEXTEND (SEE NAILING SCHEDULE)REMOVE EXISTING CMU WALL TO FOOTING AND & CONC PIER l z w EXISTING FOOTING r) g ° BELOW2" » 2" .EXISTING F001ING 4 Rc�v 4" 4 W� v ' L4 i SEE PLAN SECTION 9 SCALE: NTS S-6 EXISTING 3-2x END WALL COLUMN ,/--EPDXY 6–V"O THREADED ROD x 0'--5" MIN EMB LENGTH 0 EQ SPA – EPDXY w/ SIMPSON, "SET" HIGH STRENGTH EPDXY -- FOLLOW ALL MANUF INSTRUCT. --SIMPSON MSTCM40 w/ 27-16d NAILS & 14–Y4"x2Y4" TITEN SCREWS INTO CONCRETE PIER 4--#6 VERT CSAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. --#5 CTR'D Q 12" VERT & #5 CTR'D @ 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW. —4--#7 DOWEL BAR CTR'D IN WALL, 2 EA END --• EPDXY INTO EXISTING FOOTING. (SEE GEN NOTES) --EPDXY #5 DOWELS x O'-5" EMB LGTH 0 12" SPA 3 2 ti NEW CONC BEAM W/ 2–#4 T&B & #3 TIES 0 12". *DRILL AND EPO #4 BARS INTO EXIS G BEAM WILKINSQ STEEL CO. FORA PROVAL NO C►T ER USE THIS DRAwiNG REPRESENTS OUR INTERPRETATIO4 OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS 3F OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US Ali OUR RESPONSIBIL- ITY AND YOUR PPROVAL OF SUCH 18 NOT NECESSA Y. 0 A B G 25 H,c E 'KK IF TP A c E BAR ow SENDING DIMENSIONS o No. I PARCH WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA e � c APPROV. PRON /06UAI t0��4 AAPPROV..O RECORD DISC SECTIONS & BENDING SHOP T3 G =LAP o A C = C I RCUM. FIELD USE PRO! ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN C(NVSTRUCT I ON DOMESTIC NAGE JEC SHEET NO. R4 CONT. WS 4 4 4 2 GR60 PLAIN CHK AV I�iTr GR60 EPDXY Afif•A Ai. .. No. I PARCH WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA e � c APPROV. PRON /06UAI t0��4 AAPPROV..O RECORD DISC SECTIONS & BENDING SHOP T3 G =LAP o A C = C I RCUM. FIELD USE PRO! ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN C(NVSTRUCT I ON DOMESTIC NAGE JEC SHEET NO. R4 CONT. WS 4 4 4 2 GR60 PLAIN CHK AV I�iTr GR60 EPDXY Afif•A Ai. .. M:\WSC\WS4442\R1.dgn 10/06/2004 01:00:00 PM 1 MAVVSC\WS44421R1.dgn 10106/2004 01:04:44 PM FIRST FLOOR PLAN 3 z 1 WILKINSON STEEL CO. PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH EARMARK PLACING NOTES NO OTHER USE SECTION: 81 THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN LIST -1 2 -TAB 1 4 @ 10" 4 19-00 4 OWLS 1 4 4 4-00 GRIL INTO EXIST. CB 1 4 LIST -2 4 09 CDR -BARS 4 4-10 TIES 1 17 1 3 3A19 @ 12" @ TIE 1 1 4 3 3A20 @ 12" 18" DISC 1ST FLOOR PLAN SECTION: 82 LIST -3 2 -TAB 1 4 @ 4 29-10 1 CB 1 4 10" 4 4A11 COR.BARS 1 TIES 1 27 3 3A19 @ 12" 4 7-02 @ 10" \ SECTION: 83 1 4 8-00 @ 2 -TAB 1 4 1 4 9-08 @ 10" C8 1 4 4 9-08 4 4A14 COR.BARS TIES 1 7 @ 3 3A19 @ 12" 1 1 4 12-06 SECTION: 84 1 1 4 -TAB 1 4 4 10-00 2 -TAB O.F. 4 16-04 @ 1 4 1 4 4A37 2 -TAS I.F. @ TIE -1 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 1 5 SETS WITH 1 EACH 10" 1 1 4 7-07 MARK 3A64 THRU 3A68 1 TIE -2 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 4 5-11 @ 5 SETS WITH 1 EACH 1 4 5-01 @ 10" MARK 3A69 THRU 3A73 4 4-03 @ 10" SECTION: 85 4 3-06 @ 10" 2 -TAB 1 4 4 3-02 4 10-00 10" CB 1 2x 4 @ 4 014 COR.BARS 4 -EE TIES 1 8 @ 3 3A19 @ 12" 1 1 4 2-01 SECTION: B6 1 1 2 -TAB 1 4 4 9-08 1 4 1-05 CB 1 4 1 4 014 COR.BARS @ TIES 1 9 SECTION: 3 3A19 @ 12" LIST -5 1 SECTION: 87 @10" 2—TAB 1 4 4 9-11 CB 1 4 LIST -6 4 014 COR.BARS 4 5-02 TIES 1 8 1 3 3A19 @ 12" @ 10" SECTION: B8 4 8-11 @ 10" 4 -TAB 1 4 SLAB -4 4 9-11 2 -TAB D.F. LIST -7 1 1 4 4 4-11 2 -TAB I.F. CB 1 4 4 014 COR.BARS O.F. CB 1 4 LIST -8 4 4A22 COR.BARS I.F. 4 6-00 4 -TAB 1 4 1 4 12-06 2 -TAB I.F. @10" 1 4 10 4 9-10 2 -TAB O.F. 10" CB 1 4 SLAB -5 4 4Att COR.BARS I.F. LIST -9 CB 1 4 @ 4 014 COR.BARS O.F. TIE -3 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 5 SETS WITH 1 EACH 4 4-10 @ 10" 1 MARK 3A48 THRU 3A52 @ i0" TIE -4 1 2x 4 # 3 VARYING LENGTHS 4 -PAIRS @ 12" t 5 4 SETS WITH 1 EACH SECTION: SLAB -6 MARK 3A53 THRU 3A56 1 2 TIE -5 1 2x 7 # 3 VARYING LENGTHS 7 -PAIRS @ 12" @ 10" 7 SETS WITH 1 EACH SLAB -7 LW 1 MARK 3A57 THRU 3A63 @ 10" SW 1 SECTION: B9 @ 101, 4 -TAB 1 2 4 20-00 1 -TAB O.F. 1 2 1 2 10" 4 20-07 1 -TAB 9 4 3-02 1 2 4 21-07 1 -TAS 1 2 4 22-01 1 -TAB I.F. TIES 1 20 3 3A75 @ 12" PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES SECTION: 810 4 -TAB 1 8 4 10-00 TIES 1 4 3 3A75 @ 12" TIES 1 4 # 3 VARYING LENGTHS @ 12" 4 SETS WITH 1 EACH MARK 3A76 THRU 3A79 SECTION: B11 BOT 1 4 6 6A17 COL ENO BOT 1 4 6 16-03 TOP 1 4 6 6A25 TIES 1 28 3 3A26 AS SHOWN SECTION: 812 BOT 1 4 6 6A17 COL ENO BOT 1 4 6 12-04 TOP 1 4 6 6A28 TIES 1 25 3 3A26 AS SHOWN SECTION: B13 BOT 1 4 6 6A17 COL ENO BOT 1 4 6 8-09 TOP 1 4 6 6A29 TIES 1 8 3 3A26 @ 12" SECTION: B14 BOT 1 4 6 6A17 COL ENO TOP 1 4 6 6A30 TIES 1 4 3 3A26 @ 12" SECTION: 815 BOT 1 4 6 6A31 TOP 1 4 6 6A32 TIES 1 3 3 3A26 @ 12" SECTION: B16 BOT 2 4 6 6A31 TOP 2 4 6 4-04 TIES 2 2 3 3A26 @ 12" 3 z 1 WILKINSON STEEL CO. PLAN LOCATION: 6" SLAB LABEL XR PL OTY SIZE LENGTH EARMARK PLACING NOTES NO OTHER USE SECTION: SLAB -1 THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN LIST -1 1 4 # 4 VARYING LENGTHS @ 10" 4 SETS WITH I EACH TION. DETAIL DIMENSIONS ORIGIN- ATED 8Y US ARE OUR RESPONS161L- 1-10 THRU 2-10, MARK 033 LIST -2 1 1 4 4-10 @ 10" PRINTS 1 1 4 2-08 @ 10" OWLS 1 4 5 1-06 @ 18" DISC 1ST FLOOR PLAN SECTION: SLAB -2 LIST -3 1 1 4 4-07 @ 10" 40 1 1 4 5-06 @ 10" LOC 1 1 4 6-04 @ 10" \ 1 1 4 7-02 @ 10" \ 1 1 4 8-00 @ 10" 1 1 4 8-10 @ 10" GR60 EPDXY GR60 GAR. 1 1 4 9-08 @ 10" 1 1 4 10-06 @ 10" 1 1 4 12-06 @ t0„ 1 1 4 14-06 @ 10" 1 1 4 16-04 @ 10" LIST -4 1 4 4 10-01 @ 10" 1 1 4 9-03 @ 10" 1 1 4 8-05 @ 10" 1 1 4 7-07 @ 10" 1 1 4 6-09 @ 10" 1 1 4 5-11 @ 10" 1 1 4 5-01 @ 10" 1 1 4 4-03 @ 10" 1 1 4 3-06 @ 10" 1 1 4 3-02 @ 10" 1 1 4 2-10 @ 10" 1 1 4 2-06 @ 1Q„ 1 1 4 2-01 @ 10" 1 1 4 1-09 @ 10" 1 1 4 1-05 @ 10" OWLS 1 9 5 1-06 @ 18" SECTION: SLAB -3 LIST -5 1 9 # 4 VARYING LENGTHS @10" 9 SETS WITH 1 EACH 15-10 THRU 13-01, MARK 4A34 LIST -6 1 1 4 5-02 @ 10" 1 1 4 7-02 @ 10" 1 15 4 8-11 @ 10" SECTION: SLAB -4 LIST -7 1 9 # 4 VARYING LENGTHS 10" 9 SETS WITH 1 EACH 12-01 THRU 9-04, MARK 4A35 LIST -8 1 1 4 6-00 @10" 1 1 4 8-00 @10" t 10 4 9-00 @ 10" SECTION: SLAB -5 LIST -9 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 8-03 THRU 5-06, MARK 4A36 LIST -10 1 1 4 4-10 @ 10" 1 1 4 6-10 @ i0" 1 1 4 8-10 @ 10" t 5 4 9-00 @ 10" SECTION: SLAB -6 LW 1 2 4 8-11 @ 10" SW 1 9 4 3-02 @ 10" SECTION: SLAB -7 LW 1 2 4 9-10 @ 10" SW 1 10 4 3-06 @ 101, SECTION: SLAB -8 LW 1 2 4 8-09 @ 10" SW 1 9 4 3-02 @ 10" WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO 8E DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED 8Y US ARE OUR RESPONS161L- ITY ANr) YOUR APPROVAL OF SUCH 18 NOT NECESSARY, 10. PRINTS DATE WILKINSON STEEL COMPANYARCH. JACKSONVILLE, FLORIDA 10 APPROV. 10/06/04 2ND APPROV. RECORD DISC 1ST FLOOR PLAN SHOP FIELD PROD ATLANTIC BEACH CITY HAIL use LOC ATLANTIC BEACH, FLORIDA COVTR C. C. BORDEN CONSTRUCTION DOMESTIC !MADE CR60 PLAIN CHK JEC R2 SHEET NO. GR60 EPDXY GR60 GAR. CONT. WS4 4 4 2 SECTION SCALE: 3/4" 1'.-0 S-5 SECTION 6 SCALE: NTS S--5 6--#6 EQ SPA w/ #3 TIES 0 12" FULL HEIGHT �zA15.) :5 � FTG REINF, SEE SCHED r 4r�( SECTION SCALE: NTS S�-5 s� 18"0 CONCRETE O COL BEYOND ale • a: CONC BI 4--#6 Cl 4--#6 Cl #3 TIES (SEE SE (3 SECTION SCALE: NTS 5..5 CONC SLAB, " SEE PLANCONC COL SEE �ECTION SEE PLAN CONT #4, 9/S--5, Sits SLAB REINF, SEE PLAN Z S-$5 a CONC CURB SEE PLAN WWF, SEE PLAN T SLAB EL w T SLAB EL, SEE PLAN SEE __ ..._. _..._.. to ._ .. PLAN 001 d p a a I I 1 1 I 1 1 1 t 1 t i i ! i ! 1 i j 1 .} 11 _.L...J.»_1_ T cn EXTERIOR CMU WALL REINF, A3) WHEN 'L' EXCEEDS 8'--0" WHEN,'L' EXCEE)S 8'- " 5-6" GRADE, SEE SEE GEN NOTES �: ALL WALLS ARE TO BE BRACED 9--#3 TIES 0 6"\'�_#3 TIES ®12" 12-43 TIES 0 4" 4-#614N CIVIL DURING CONSTRUCTION AFTER NEW 8" CMU WALL, TYP LION X'#END AS FAR SEE PLAN WALL HEIGHT EXCEEDS 2 -0 1'--4 AS` -P. SSIBLE ZL, INTO'COLUMN 'e FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT CMU WALL REINF, E E SEE GEN NOTES ;� 1 CONC BEAM, STZNEW EE PLAN NEW 8" CMU WALL, 1-#4,EA CORNER o SEE PLAN w/ #3 TIES 0 12" ! DOWELS SAME AS VERT �,SA2) REINF, SEE GEN NOTES 1-8 CONT FTG, 3--#5 CONT. W/ SEE PLAN #3 036" TRANSV WILKINSON STEEL CO. SECTION 9 SCALENTS S-5 SECTION 10 FOR APPROVAL : S-5 NO OTHER USE SCALE: NTS THIS DRAWING REPRESENTS OUR - INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US .ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS mcT NECE$SAR . M:\WSC\WS4442\R1.dgn 10/06/200412:40:53 PM 18"0 ID(ISTG CONC COL NM: ALL WALLS ARE TO BE BRACED EXISTING NEW *CARE HOLE Y4 I� LARGER � I DURING CONSTRUCTION AFTER " WALL WALL THAN BAR DIAMETER AND WALL HEIGHT EXCEEDS 2'-0" FROM TOP OF FTG, UNTIL FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE FLOOR SLAB IS PRESENT -VA—POWER FAST CARTRIDGE 1 1 1 SYSTEM BY HILT! OR EQUAL. I 1 APPLYIN ACCORDANCE WITH T i- CMU WALL REINF, MANUF. PRINTED-' _� i SEE 'GEN NOTES ` INSTRUCTIONS. EXISTG 18"O CONC COL 8" CMU WALL, w _ i SNEW EE CMU WALL REINF, IIL SEE GEN NOTES "tL T X1,111 T&TO EL EL, SEE PLAN MATC_07 H EXISTING I t .�______ :_ 1 _ 1 _� _____� .... j 1 DRILL & EPDXY GROUT " aJ EXISTG FTG AND REINF DWLS (8" MIN) INTO *ADD (3) #5x2-6" a �� EXISTING FTG AS REQ'D CTR'D. DRILL & EPDXY CONT BOT REINF, (SEE GENERAL NOTES) GROUT (8 MIN.) INTO FTG DETAIL) N'(SEI EXISTING FTG, SECTION SCALE: 3/4" 1'.-0 S-5 SECTION 6 SCALE: NTS S--5 6--#6 EQ SPA w/ #3 TIES 0 12" FULL HEIGHT �zA15.) :5 � FTG REINF, SEE SCHED r 4r�( SECTION SCALE: NTS S�-5 s� 18"0 CONCRETE O COL BEYOND ale • a: CONC BI 4--#6 Cl 4--#6 Cl #3 TIES (SEE SE (3 SECTION SCALE: NTS 5..5 CONC SLAB, " SEE PLANCONC COL SEE �ECTION SEE PLAN CONT #4, 9/S--5, Sits SLAB REINF, SEE PLAN Z S-$5 a CONC CURB SEE PLAN WWF, SEE PLAN T SLAB EL w T SLAB EL, SEE PLAN SEE __ ..._. _..._.. to ._ .. PLAN 001 d p a a I I 1 1 I 1 1 1 t 1 t i i ! i ! 1 i j 1 .} 11 _.L...J.»_1_ T cn EXTERIOR CMU WALL REINF, A3) WHEN 'L' EXCEEDS 8'--0" WHEN,'L' EXCEE)S 8'- " 5-6" GRADE, SEE SEE GEN NOTES �: ALL WALLS ARE TO BE BRACED 9--#3 TIES 0 6"\'�_#3 TIES ®12" 12-43 TIES 0 4" 4-#614N CIVIL DURING CONSTRUCTION AFTER NEW 8" CMU WALL, TYP LION X'#END AS FAR SEE PLAN WALL HEIGHT EXCEEDS 2 -0 1'--4 AS` -P. SSIBLE ZL, INTO'COLUMN 'e FROM TOP OF FTG, UNTIL FLOOR SLAB IS PRESENT CMU WALL REINF, E E SEE GEN NOTES ;� 1 CONC BEAM, STZNEW EE PLAN NEW 8" CMU WALL, 1-#4,EA CORNER o SEE PLAN w/ #3 TIES 0 12" ! DOWELS SAME AS VERT �,SA2) REINF, SEE GEN NOTES 1-8 CONT FTG, 3--#5 CONT. W/ SEE PLAN #3 036" TRANSV WILKINSON STEEL CO. SECTION 9 SCALENTS S-5 SECTION 10 FOR APPROVAL : S-5 NO OTHER USE SCALE: NTS THIS DRAWING REPRESENTS OUR - INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US .ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS mcT NECE$SAR . M:\WSC\WS4442\R1.dgn 10/06/200412:40:53 PM SECTION 3 SECTION 2 SCALE: NTS 5--6 SCALE: NTS S4 Nftmwow ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ INWF, SEE PLAN REMOVE EXISTG CURB AS REQ'D CONC FILL RECESS, SEE PLAN UJ z a.. I .. •.. �rvw" I,•_ SEE PLAN _ a. t� x 0 • � wt COMPACTED VARIES FILL NEW CONC BEAM W/ 2—#4 T&B NEW 8" CMU EXISTG EDGE & #3 TIES O 12". *DRILL AND ALL, SEE PLAN SLAB BEAM EPDXY #4 BARS x 48" LG O INTERSECTION OF EXISTG BEAM SECTION (7) SCALE: NTSS_g. ANCHOR BOLT, SEE SCHEDULE ON SHT S--7 NEW CONC SLAB W/ WWF, SEE PLAN W cn COMPACTED FILL NEW 8" CMU WALL, SEE PLAN SECTION SCALE: NTS WS44421R1.dgn 10/06/200412:41:58 PM 2x STUD WALL SEE: GEN NOTES ,_•4,► NEW CONC BEAM W/ 2—#4 T&B & #3 TIES O 12" SLAB REINF, SEE PLAN #5x1'-6"018" EPDXIED INTO EXISTG SLAB, SEE GENERAL NOTES W CONC FILL O RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN ---/ 2x STUD WALL, S�E GEN NOTES —_---� '" NEW CONC BEAM W/ 4-#4 T&B & #3 TIES' O 10 SECTION /107 SCALE: NTS IstV EXSTG 2x STUDS w/ WALL SHEATHING 18"0 CONCRETE (SHEATHING NOT SHOWN). REMOVE EXISTING APPROVAL SHEATHING AND REPLACE WITH MIN )x" OSS COL BEYOND CONC FILL O EXISTING ROOF -- AT ALL EDGES w/ 8d NAILS 0'r SPA AND 8dl I RECESS, SEE PLAN DIMENSIONS ORIGIN- EXISTG 18"0 --Ns EXISTING DBL 2--SIMPSON MSTA30 .2x TOP PLATE CONC COLor SSARV. EXISTG CONC EXISTING 3-2x END NEW IN SLAB CONC SLAB, SEE PLAN BEAM, SEE 10/S-5 WRAP OVER BEAM AND WELD SIM TO EA PLATE AS SHOWN B NEW W000'BEAM, I TJSLAB EL, SEE PLAN `- • ; :: t • t EXISTG EDGE SLAB BEAM DRILL & EPDXY GROUT EXISTG IN SLAB #6 BARS INTO EXISTING CONC BM t. CONC COL PER GENERAL NOTES SECTION 3 SECTION 2 SCALE: NTS 5--6 SCALE: NTS S4 Nftmwow ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ INWF, SEE PLAN REMOVE EXISTG CURB AS REQ'D CONC FILL RECESS, SEE PLAN UJ z a.. I .. •.. �rvw" I,•_ SEE PLAN _ a. t� x 0 • � wt COMPACTED VARIES FILL NEW CONC BEAM W/ 2—#4 T&B NEW 8" CMU EXISTG EDGE & #3 TIES O 12". *DRILL AND ALL, SEE PLAN SLAB BEAM EPDXY #4 BARS x 48" LG O INTERSECTION OF EXISTG BEAM SECTION (7) SCALE: NTSS_g. ANCHOR BOLT, SEE SCHEDULE ON SHT S--7 NEW CONC SLAB W/ WWF, SEE PLAN W cn COMPACTED FILL NEW 8" CMU WALL, SEE PLAN SECTION SCALE: NTS WS44421R1.dgn 10/06/200412:41:58 PM 2x STUD WALL SEE: GEN NOTES ,_•4,► NEW CONC BEAM W/ 2—#4 T&B & #3 TIES O 12" SLAB REINF, SEE PLAN #5x1'-6"018" EPDXIED INTO EXISTG SLAB, SEE GENERAL NOTES W CONC FILL O RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN ---/ 2x STUD WALL, S�E GEN NOTES —_---� '" NEW CONC BEAM W/ 4-#4 T&B & #3 TIES' O 10 SECTION /107 SCALE: NTS IstV EXSTG 2x STUDS w/ WALL SHEATHING ON STEEL CO. (SHEATHING NOT SHOWN). REMOVE EXISTING APPROVAL SHEATHING AND REPLACE WITH MIN )x" OSS THIS DR NG REPRESENTS OUR INTERPRET TION or -THE DESIGN (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING EXISTING ROOF -- AT ALL EDGES w/ 8d NAILS 0'r SPA AND 8dl SHEATHING NAILS O 12" SPA AT INTERMEDIATE SUPPORTS. DIMENSIONS ORIGIN- ATED BY U EXISTING DBL 2--SIMPSON MSTA30 .2x TOP PLATE w/ 8-1Od NAILS (4 EA SSARV. SIDE) INTO 3•-�2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD �. TO EA PLATE AS SHOWN B NEW W000'BEAM, EXISTING DBL 2x TOP PLATE (FIELD 2N2 EXISTING NEW. Wx3h' TIMBER '_/ TRUSS BEYOND NEW PL 3 x4x4 STRAND''(1.3E) WOOD BEAM EA SIDE OF EXSTG W8'xl0 NEW WOOD BEAM w/ 2x PLATE NEW CONC PIER,---., SEE PLAN )ftl\ 2 EXSTG CONC SLAB %;V 2�AND CMU WALL BELOW, SEE PLAN NOTE: CUT & REMOVE EXISTING 2x STUDS AT ELEVATION AS REQ'D OR REPLACE EXISTING STUDS WITH 2x4 SPF STUDS O 16" (SEE NAILING SCHEDULE) REMOVE EXISTING CMU WALL TO FOOTING AND EXTEND CONC PIER w1 0 EXISTING FOOTING M BELOW 2" 4� EXISTING FOOTING • 4-wr 4.• SI SECTION SCALE: NTS S-6 w� a REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S--6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN )" OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d NAILS 0 12" SPA AT INTERMEDIATE RUPPnRTS. 5" EXISTING 3-2x END WALL COLUMN --EPDXY 6-99'0 THREADED ROD x 0'--5" MIN EMB LENGTH O EQ SPA -- EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY - FOLLOW ALL MANUF INSTRUCT. -SIMPSON MSTCM40 w/ 27-16d NAILS & 14—Y4"x2Y4" TITEN SCREWS INTO CONCRETE PIER 4--0 VERT BAR CTR'D IN WALL, SPLICE w/ EA #7 DOWEL BAR BELOW. --#5 CTR'D O ir VERT & #5 CTR'D O 12" HORIZ. SPLICE VERT BARS 40 BAR DIA WITH DOWELS BELOW. -4-#7 DOWEL BAR CTR'D IN WALL, 2 EA END --• EPDXY INTO EXISTING FOOTING. NEW CONC BEAM W/ 2— T&B & #3 TIES O 12". *DRILL AND EPO Y #4 BARS INTO EXISTG BEAM WTLKIN ON STEEL CO. FO APPROVAL NO OTHER USE THIS DR NG REPRESENTS OUR INTERPRET TION or -THE DESIGN AND WORY APPROVAL aEY UR IS TO CONFIRM THE CORRECTt4 SS OF OUR IPITERPRETA- TION. DETIL DIMENSIONS ORIGIN- ATED BY U ARE OUR RESPONSIBIL- ITY AND Y UR APPROVAL OF SUCH IS NOT NEC SSARV. (SEE GEN NOTES) T -"'•EPDXY #5 DOWELS x 0'--5" Als JG EMB LGTH 0 12" SPA 3 2 [i E BAR BNO SENDING DIMENSIONS NO. I ARCH PfPROY /06/ WILKINSON STEEL COMPANY UAIL �� APPROY. 10�W�04 3 1? 8 ° — LF J AAPPROV. JACKSONVILLE, FLORIDA � � � � CONTR. A T K E� G C RECORD DESC SECTIONS BENDING SHOP G = LAP FIELD rz T3 USE PROJ ATLANTIC BEACH CITY HAIL A c ifn A LOC ATLANTIC BEACH, FLORIDA C = C I RcU?. CONTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC GR60 PLAIN CHK SHEET NO. R4 ❑ Tt A U GR60 EPDXY CONT. WS4 4 4 2 Irtv naTr IYI. l7YV'V 1Y■VT'iTlr4\I.V4J11 IV/VV/LV VT v/avV.vv • /�• FIRST FLOOR PLAN MAVVSC\W844421R1.dgn 10/06/2004 01:04:44 PM 0 p PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- SECTION: B1 LIST -1 2-T&B 1 4 @ 10" 4 19-00 10. 4 OWLS 1 4 4 4-00 DRIL INTO EXIST. CB 1 4 LIST -2 4 09 COR.BARS 4 4-10 TIES 1 17 3 3A19 @ 12" @ TIE 1 1 1 3 3A20 @ 12" 10" OWLS 1 SECTION: 82 @ 181" 2-T88 1 4 4 29-10 LIST -3 1 CB 1 4 i0" 4 011 COR.BARS 1 TIES 1 27 3 3A19 @ 12" 4 6-04 @ loll SECTION: B3 1 4 7-02 @ 2-T&B 1 4 1 4 9-08 @ " 101 CB 1 4 4 8-10 4 014 COR.BARS TIES 1 7 @ 3 3A19 @ 12" i 1 4 10-06 SECTION: 84 1 1 4-T&B 1 4 4 10-00 2-T&B O.F. 4 14-06 @ 1 4 1 4 4A37 2-T&B I.F. @ TIE -1 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 1 5 SETS WITH 1 EACH 10"" 1 1 4 8-05 MARK 3A64 THRU 3A68 1 TIE -2 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" 4 6-09 @ 5 SETS WITH 1 EACH 1 4 5-11 @ 10" MARK 3A69 THRU 3A73 4 5-01 @ 10"" SECTION: 85 4 4-03 @ 10"" 2-T$$ 1 4 4 3-06 4 10-00 loll CB 1 2x 4 @ 4 4A14 COR.BARS 4 -EE TIES 1 8 @ 3 3A19 @ 12" 1 1 4 2-06 SECTION: B6 1 1 2-T&B 1 4 4 9-08 1 4 1-09 CB 1 4 1 4 4A14 COR.BARS @ TIES 1 9 9 3 3A19 @ 12" 18" SECTION: B7 LIST -5 2-T&B 1 4 @ 10" 4 9-11 9 CB 1 4 4 014 COR.BARS 15-10 THRU 13-01. MARK 034 TIES 1 8 1 3 3A19 @ 12`° @ 10" SECTION: B8 4 7-02 @ 10" 4-T8B 1 4 4 8-11 4 9-11 2-T&B O.F. 1 4 4 4-11 2-T&B I.F. 1 CB 1 4 10" 4 4A14 COR.BARS O.F. 9 CB 1 4 4 4A22 COR.BARS I.F. 12-01 THRU 9-04. MARK 035 4-T8$ 1 4 1 4 12-06 2-T,&8 I.F. @ 10" 1 4 1 4 9-10 2-T8$ O.F. 10"" CB 1 4 4 9-00 4 4A11 COR.BARS I.F. CB 1 4 4 4A14 COR.BARS O.F. 1 TIE -3 1 2x 5 # 3 VARYING LENGTHS 5 -PAIRS @ 12" SETS WITH i EACH 5 SETS WITH 1 EACH 8-03 THRU 5-06, MARK 4A36 LIST -10 1 MARK 3A48 THRU 3A52 @ 10" TIE -4 1 2x 4 # 3 VARYING LENGTHS 4 -PAIRS @ 12" 1 1 4 SETS WITH 1 EACH 1 5 4 9-00 @ MARK 3A53 THRU 3A56 SECTION: TIE -5 1 2x 7 # 3 VARYING LENGTHS 7 -PAIRS @ 12" @ lo" 7 SETS WITH 1 EACH 4 3-02 @ 10" NARK 3A57 THRU 3A63 LW 1 SECTION: B9 @ 10" SW 4-T&B 1 2 @ 4 20-00 1-T&B O.F. SECTION: 1 2 4 20-07 1-T8B 2 4 8-09 1 2 SW 4 21-07 1-T8B 4 3-02 @ 1 2 4 22-01 1-T&B I.F. TIES 1 20 3 3A75 @ 12" PLAN LOCATION: BEAM LABEL XR PL OTY SIZE LENGTH BARMARK PLACING NOTES SECTION: 810 4-T&B 1 8 4 10-00 TIES 1 4 3 3A75 @ 12" TIES 1 4 # 3 VARYING LENGTHS @ 12" 4 SETS WITH 1 EACH MARK 3A76 THRU 3A79 SECTION: Oil BOT 1 4 6 6A17 COL END BOT 1 4 6 16-03 TOP 1 4 6 6A25 TIES 1 28 3 3A26 AS SHOWN SECTION: 812 BOT 1 4 6 6A17 COL END BOT 1 4 612-04 TOP 1 4 6 6A28 TIES 1 25 3 3A26 AS SHOWN SECTION: B13 BOT 1 4 6 6A17 COL END BOT 1 4 6 8-09 TOP 1 4 6 6A29 TIES 1 8 3 3A26 @ 12" SECTION: 814 BOT 1 4 6 6A17 COL END TOP 1 4 6 6A30 TIES 1 4 3 3A26 @ 12" SECTION: 815 BOT 1 4 6 6A31 TOP 1 4 6 6A32 TIES 1 3 3 3A26 @ 12" SECTION: 816 BOT 2 4 6 6A31 TOP 2 4 6 4-04 TIES 2 2 3 3A26 @ 12" 0 p WILKINSON STEEL CO. PLAN LOCATION: 6" SLAB LABEL XR PL QTY SIZE LENGTH BARMARK PLACING NOTES INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- SECTION: SLAB -1 LIST -1 1 4 #4 VARYING LENGTHS @ 10" 10. 4 SETS WITH i EACH WILKINSON STEEL COMPANYARCH. JACKSONVILLE, FLORIDA 10 APARCH PROY.10/06/04 1-10 THRU 2-10, MARK 033' 2ND APPROV. LIST -2 1 1 4 4-10 O($C IST FLOOR PLAN SHOP @ 10" FIELD USE 1 1 4 2-08 @ 10" OWLS 1 4 5 1-06 @ 181" SECTION: SLAB -2 LIST -3 1 1 4 4-07 @ i0" GR60 EPDXY CONT, WS 4 4 4 2 GR60 GALV. 1 1 4 5-06 @ 10" 1 1 4 6-04 @ loll 1 1 4 7-02 @ 10'" 1 1 4 8-00 @ " 101 1 1 4 8-10 @ 10" 1 1 4 9-08 @ 10" i 1 4 10-06 @ lo" 1 1 4 12-06 @ 10"" 1 1 4 14-06 @ 10"" 1 1 4 16-04 @ 10"" LIST -4 1 4 4 10-01 @ 10" 1 1 4 9-03 @ 10"" 1 1 4 8-05 @ " 101 1 1 4 7-07 @ 10" 1 1 4 6-09 @ loll 1 1 4 5-11 @ 10" 1 1 4 5-01 @ 10"" 1 1 4 4-03 @ 10"" 1 1 4 3-06 @ loll 1 1 4 3-02 @ 10"" 1 1 4 2-10 @ 10" 1 1 4 2-06 @ 10"" 1 1 4 2-01 @ 10" 1 1 4 1-09 @ 10" 1 1 4 1-05 @ 10" DWLS 1 9 5 1-06 @ 18" SECTION: SLAB -3 LIST -5 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 15-10 THRU 13-01. MARK 034 LIST -6 1 1 4 5-02 @ 10" 1 1 4 7-02 @ 10" 1 15 4 8-11 @ 101" SECTION: SLAB -4 LIST -7 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH 1 EACH 12-01 THRU 9-04. MARK 035 LIST -8 1 1 4 6-00 @ 10" 1 1 4 8-00 @ 10"" 1 10 4 9-00 @ 10" SECTION: SLAB -5 LIST -9 1 9 # 4 VARYING LENGTHS @ 10" 9 SETS WITH i EACH 8-03 THRU 5-06, MARK 4A36 LIST -10 1 1 4 4-10 @ 10" 1 1 4 6-10 @ 10"" 1 1 4 8-10 @ l0" 1 5 4 9-00 @ 10" SECTION: SLAB -6 LW 1 2 4 8-11 @ lo" SW 1 9 4 3-02 @ 10" SECTION: SLAB -7 LW 1 2 4 9-10 @ 10" SW 1 10 4 3-06 @ 10"" SECTION: SLAB -8 LW 1 2 4 8-09 @ 101" SW 1 9 4 3-02 @ 10" WILKINSON STEEL CO. FOR APPROVAL NO OTHER USE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- TION. DETAIL DIMENSIONS ORIGIN- ATED BY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS r40T NECESSARY. 10. PRINTS OAT WILKINSON STEEL COMPANYARCH. JACKSONVILLE, FLORIDA 10 APARCH PROY.10/06/04 2ND APPROV. RECORD O($C IST FLOOR PLAN SHOP FIELD USE PROD ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA COVTR C. C. BORDEN CONSTRUCTION DOMESTIC MADE JEC R2 GR60 PLAIN CHK SHEET NO. GR60 EPDXY CONT, WS 4 4 4 2 GR60 GALV. EXISTING NEW * CORE HOLE Y¢ O LARGER WALL WALL THAN BAR DIAMETER AND FILL WITH EPDXY GROUT. EPDXY GROUT SHALL BE POWER FAST CARTRIDGE SYSTEM BY HILT[ OR EQUAL. APPLY IN ACCORDANCE WITH MANUF. PRINTED INSTRUCTIONS. T FTG EL _ MATCH IV EXISTING *ADD (3) #5x2'-6" CTR'D. DRILL & EPDXY GROUT (8" MIN.) INTO EXISTING FTG. �CMU WALL REINF, �SEE GEN NOTES CONT BOT REINF, (SEE FTG DETAIL) SECTION 5 S--5 18"0 EXISTG 4�S?.3�: ALL WALLS ARE TO BE BRACED LONG COL t DURING CONSTRUCTION AFTER WALL HEIGHT EXCEEDS 2'--0" FROM TOP OF FTG, UNTIL t t FLOOR SLAB IS PRESENT r t t __L CMU WALL REINF, SEE 'GEN NOTES EXISTG 18*0 -,,l .I_ i _L CONC COL r NEW 8" CMU WALL, j SEE PLAN _ L l TIEXISTG FTG EL, SEE PLAN CONC SLAB, SEE PLAN SEE PLAN SLAB REINF. SEE PLAN WWF. SEE PLAN i SEE PLAN 00 %Z� Lai N�,r EXTERIOR ,� ��CMU WALL g GRADE, SEE SEE GEN NOTES w9m. ALL WALLS ARE TO BE BRACED CIML NEW W CMU WALL, DURING CONSTRUCTION AFTER WALL HEIGHT EXCEEDS► SEE PLAN FROM TOP OF FTG, UNTIL ■�!�■FLOOR SLAB IS PRESENT o ' t DOWELS SAME AS VERT,SA2) REINF, SEE GEN NOTES ..,,w CONT FTG, 3--#5- CONT W/ SEE PLAN #3 036" TRANSV (0 3,A I -Z) . SECTION s SCALE: NTS S-5 M:\WSC\WS4442\R1.dgn 10/06/200412:40:53 PM DRILL & EPDXY GROUT (, _ DWLS (8" MIN) INTO EXISTING FTG AS REQ'D (SEE GENERAL NOTES) SECTION 6 SCALE: NTS S-5 SEE SECTION 9/S-5, SIM CMU WALL REINF, SEE GEN NOTES NEW 8" CMU WALL, SEE PLAN norL-Ap L 6--#6 EQ FULL �3AI!C. FTG REINF, SEE SCHED SECTION 7 SCALE: NTS S--5 SEE PLAt 8 z S-5 a a. r-- 1_7 WHEN 'L' EXCEEDS 8'--O" WHEN 'L' EXCEE S 8'-- 9-�#3 TIES 0 6" #3 TIES ® 12" 12'-;#3 TIES 0 4" TYP UON - I (?AS�) SECTION 10 SCALE: NTS S-5 18"0 CONC COL oll 3 z t CURB CL W CONC BI 4--#6 Cl 4--#6 CI #3 TIES (SEE SE (3 EL, 18"0 CONCRETE COL BEYOND 1 Sc bN SECTI8 SCALE: NTS S-5 WILKINSON STEEL CO. FOR APPROVAL NO OTHER UYSE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRET# TION. DETAIL DIMENSIONS ORIGIN- ATED SY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS NOT NECESSAR". 5'-6" EX D AS FAR A- OSSIBLE INTO COLUMN APPROV,D CONC BEAM CONTRECORD 1-#4 -EA CORNER DESC SECTIONS w/ #3 TIES :0 12" 18"0 CONCRETE COL BEYOND 1 Sc bN SECTI8 SCALE: NTS S-5 WILKINSON STEEL CO. FOR APPROVAL NO OTHER UYSE THIS DRAWING REPRESENTS OUR INTERPRETATION OF THE DESIGN AND WORK TO BE DONE. YOUR APPROVAL IS TO CONFIRM THE CORRECTNESS OF OUR INTERPRET# TION. DETAIL DIMENSIONS ORIGIN- ATED SY US ARE OUR RESPONSIBIL- ITY AND YOUR APPROVAL OF SUCH IS NOT NECESSAR". rIO. UAII WILKINSON STEEL COMPANY10 JACKSONVILLE, FLORIDA *PrF1'1. „PPao� 10/06/04 APPROV,D CONTRECORD DESC SECTIONS SHOP FIELD USE pROJ ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA COVTR C. C. BORDEN CONSTRUCT I ON DOMESTIC MADE JEC SHEET N0. R3 CONT. WS4 4 4 2 GR60 PLAIN CHK Ll GR60 EPDXY 18" O CONCRETE COL BEYOND EXISTG 1800 CONIC COL i NEW IN SLAB CONC BEAM, SEE 1O/S--5 SIM i T/SLAB EL, SEE PLAN i i DRILL & EPDXY GROUT EXISTG IN SLAB #6 BARS INTO EXISTING CONC BM i. CONC COL PER GENERAL NOTES SECTION r2 SCALE: NTS S-6 CONC FILL RECESS, SEE PLAN EXISTG EDGE SLAB BEAM SECTION SCALE: NTS S_g. ANCHOR BOLT, SEE SCHEDULE ON SHT S-7 NEW CONC SLAB W/ WWF, SEE PLAN WOW COMPACTED FILL NEW 8" CMU WALL, SEE PLAN M:\WS0\WS4442\R1.dgn 10/06/200412:41:58 PM REMOVE EXISTG CURB AS REQ'D 2x STUD WALL SEE GEN NOTES 2 V CONC FILL 0 RECESS, SEE PLAN EXISTG CONC SLAB, SEE PLAN `---NEW CONC BEAM W/ 2-#4 T&B & #3 TIES ® 12". *DRILL AND EPDXY #4 BARS x 48" LG 0 INTERSECTION OF EXISTG BEAM ►_4►► SECTION 8 SCALE: NTSS-6 NEW CONIC BEAM W/ 2-#4 T&B & #3 TIES 0 12,0 EXISTG EDGE SLAB BEAM SECTION SCALE: NTS SLAB REINF, SEE PLAN #5x1'-6" Q18" EPDXIED 10" INTO EXISTG SLAB, SEE GENERAL NOTES 1►�4" ANCHOR BOLT, SEE SCHEDU ': ON SHT S--7 NEW CONC SLAB W/ WWF, SEE PLAN �a COMPACTED FILL NEW 8" CMU WALL, SEE PLAN N SECTION /11� SCALE: NTS S_g EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN )r OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKINO EXISTING ROOF— AT ALL EDGES w/ 8d NAILS 0'r SPA AND 8d SHEATHING NAILS 0 12" SPA AT INTERMEDIATE SUPPORTS., EXISTING DBL 2-SIMPSON MSTA30 .2x TOP' PLATE w/ 8-1Od NAILS (4 EA SIDE) INTO 3-;2x END COL EXISTING 3-2x END WALL COLUMN 14 GA x 2" WIDE STRAP WRAP OVER BEAM AND WELD TO EA PLATE AS SHOWN B NEW WOOD'BEAM EL 1'8'-2"�- EXISTING DBL 2x TOP ' PLATE (FIELD VQTM) 2 N 2 EXISTING 2 2 —/ TRUSS BEYOND NEW S OPL E Y4x4x4 NEW %'(l z" TIMBER EA I OF STRAND' "(..3E) WOOD BEAM EXSTG W8x10 NEW WOOD BEAM w/ 2x PLATE NEW CONC PIER, CONC FILL 0 RECESS, SEE PLAN EXISTG CONC ! SLAB, SEE PLAN COMPACTED FILL NEW 8" CMU WALL, SEE PLAN -� 2x STUD WALL, 4E GEN NOTES SEE PLAN %;V 2 EXSTG CONC SLAB AND CMU WALL BELOW, :3 SEE PLAN a NOTE: CUT & REMOVE . EXISTING 2x STUDS AT' ELEVATION o ~ AS REQ'D OR REPLACE EXISTING STUDS WITH 2x4 SPF STUDS 0 16" (SEE NAILING SCHEDULE) REMOVE EXISTING CMU WALL TO FOOTING AND EXTEND CONC PIER 0 EXISTING FOOTING BELOW 2,, .EXISTING FOOLING v 4 4 4 4 SE SECTION 9 SCALE: NTS S--6 NEW CONC BEAM W/ 4-#4 T&B & #3 TIES' 0 12- 11" w� a REMOVE EXISTG CURB AS REQ'D EXISTG EDGE SLAB BEAM SECTION 5 SCALE: NTS S_6 EXSTG 2x STUDS w/ WALL SHEATHING (SHEATHING NOT SHOWN). REMOVE EXISTING SHEATHING AND REPLACE WITH MIN X" OSB (OR PLYWOOD) SHEATHING. PROVIDE BLOCKING AT ALL EDGES w/ 8d NAILS 0 3" SPA AND 8d NAILS 0 12" SPA AT INTERMEDIATE SUPPORTS. EXISTING 3-•-2x END WALL COLUMN `--• NEW ONC BEAM W/ 2-#4i T&B & #3 TIES 0 12". *DRILL AND EPO #4 BARS INTO EXISTk3 BEAM 5" MIP----,- EPDXY 6-99'0 THREADED ROD j x O'--5" MIN EMB LENGTH i CSD EQ SPA -- EPDXY w/ SIMPSON "SET" HIGH STRENGTH EPDXY -- FOLLOW ALL MANUF INSTRUCT. , 7_,T SIMPSON MSTCM40 w/ 27--16d 'WILKINSON STEEL CO. NAILS & 14-Y4NAV TITEN FOR APPROVAL SCREWS INTO CONCRETE PIER NO TOER USE �---'D THIS DRAWL G REPRESENTS OUR 4--#6 VERT BAR CTR -.----- INTERPRET ION OF THE DESIGN IN WALL, SPLICE w/ AND WORK TO HE DONE. YOUR EA #7 DOWEL BAR BELOW. APPROVAL S TO CONFIRM THE CORRECTNESS OF OUR INTERPRETA- #5 CTR'D 0 12" VERT & TION. DETAI DIMENSIONS ORIGIN- 5CTR'" HORIZ. ATED BY US ARE OUR RFSFCNSIBIL- # D @ 12ITY AND YO IS APPROVAL OF SUCH SPLICE VERT BARS 40 BAR is NOT NECE iSARY, DIA WITH DOWELS BELOW. 4-#7 DOWEL BAR CTR'D IN WALL, 2 EA END --• EPDXY INTO EXISTING FOOTING. (SEE GEN NOTES) 2O 3 O ---� EPDXY #5 DOWELS x 0'•-5" Alg G a F I EMB LGTH 0 12" SPA T� E H G " K _T 25 TZ . v A C E C E tt , KK K BAR BNO BENDING DIMENSIONS Em I FHINIPOROS /AIL WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA �7 8 D 10 aaPRov. 10/�il04 06/ "Rc"' �PPRoV. RECORD DESC SECT I ONS & BENDING mm=lmlm==mmmmmmm T3 G =LAP o A C = C I RCUP. (D USE PROJ ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION lmm=imlmmmmmmmmmnm mm=lmlmmmmmmmmm= Em=lmlmnmmmmmmmmm mm=lmlm=mmmmm=m I EE=lmlmnnmmmmmmm mm=lmlm==mmmmmmm=_ mm=lml==mmmmmmmmm EE=lml=nmmmmmmmmm Em=im mmommmmomm EE=lmlmnnmmmmnmnm EE=lmlmnnmmmmmmmm Em=lmoommommommo mm=lmlm==mmmmlmlmw mm=lmomonommon ON Em=lmlmnnmmmmnmnm Em=lElmommommomom EE=lmlmnnmmmmnmm mm=lElmoommmmom EN=lmlmnnmmmmmmmm EE=lulmnnmmmmmmmm Em=iElmomomommom mm=lmlmmmmmm=mmm= Em=lmlnnnnnmmmmm Em=iElmommomommmm Em=lmommomommmom mm=lmlmm=mmmmmmmm mm=lmlm==mmmmmmm EE=omlmnnnmmmmmm EE=lmlmmnmmmmmmmm EE=omlmnnnmmmmmm EE=lmlmmnmmmmmmmm EE=omlmnnnmmmmmm EE=lmlmunnmmmmmmm mm=lmlmm==mmmmmmmi mm=lmlmm=nmmmmmm Em=lmlmmnmnmnm m Em=1zlommommomomm --�- DOMESTIC MADE JEC 2 GR60 PLAIN CHK SHEET NO. R4 I GR60 EPDXY CONT. WS4 4 4 2 REV _ 0 E S C R I P I 10 N I BY I DATE CR60 GALV. NO. I FHINIPOROS /AIL WILKINSON STEEL COMPANY JACKSONVILLE, FLORIDA �7 8 D 10 aaPRov. 10/�il04 06/ "Rc"' �PPRoV. RECORD DESC SECT I ONS & BENDING SHOP T3 G =LAP o A C = C I RCUP. (D USE PROJ ATLANTIC BEACH CITY HALL LOC ATLANTIC BEACH, FLORIDA CONTR C. C. BORDEN CONSTRUCTION --�- DOMESTIC MADE JEC 2 GR60 PLAIN CHK SHEET NO. R4 I GR60 EPDXY CONT. WS4 4 4 2 REV _ 0 E S C R I P I 10 N I BY I DATE CR60 GALV.