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HomeMy WebLinkAboutChange Order.100 Dean St.0056-2021-BCHO (7) ,rto"_„ GNU V WF COLUMN PER PLAN 4B y :::N PER PLAN SSAJSEN W6x COLUMN PER PLAN ROING BARS- CBx RIM PER PLAN t------11"9P3I_ 4HONTAL AES SEE 4 OR BOLTS EX/S77NG STRUCTURAL , Graphic Scale SLAB f WF BEAM PER PLAN ' T.CONC. $ m 10"k 10"PEDESTAL — PLAN VIEW P AI WF COLUMN PER PLAN I,l- "t PER PLAN I ‘1317 _I-.I_' T.EX.CONC.SLAB w . '1 VERIFY $ MI 3C In Feet:3/4"=1'-0" FIELD NC.SL 6"SLAB W//3's B 8" HSS COLUMN PER PLAN NI O.C. OR/4's B 12"O.C. lililill■ VARIES-, EACH WAY E EXISTING EXISTIN 4 O CONCRETEIll WALL AND INTO EX/STING '4 BASE PLATE W/ S5.01 EPDXY INTO EX/ST/NG MC O c FOUNDATION STEM DRILL&EPDXY r " WALL b 3B x O.— v 1"SHIM& 1=,. �® , CONCRE/E WALL W/ Id�FOOT/NG PER CONCRETE, 7YP. (4)-1/20 EPoXY GROUT ORIGINAL ANCHOR BOLTS ,f4 HORIZONTAL 77ES® H/L77 H/T-HY200 -� o_ 5 cD 01 DOCUMENTS N AI /4 BAR �1 SPACING SHOWN -d x N O 3 TOP&BOTTOM& ADHESIVE ✓> II ----I 1,LEKCONC.SLAB co I. 4 HORIZONTAL 77E$ SEE vi /1 8 $ If- EACH FA4CH WA8"O.C. O J FIELD I�ER/FY -I ALL SECTION S 61 3 ,1 (4)-/5 VERTICAL X t1O REINFORCING BARS --o O ll) ilia • /3s 0 8"o.c. OR ' WALL SECT/ON ark10" WALL — PLAN VIEW $a ,/4's® 12"O.C. X 1) (,f) 3 1 co ry, ,/4's®2"O.C. OR,/5's B P 16"O.C. HORIZONTAL AND ink NEW WF COLUMN ON EXISTING FOUNDATION DETAIL /• 1 1/2" VERTICAL EACH FACE PEDESTAL FOUNDATION FOR NEW BALCONY N07F.m TOP OF PEDESTAL TO BE ABOVE FINISH GRADE. CLR. © COLUMNS ADJACENT TO EXISTING WALL VERIFY ELEVATION OF TOP OF CONCRETE PEDESTAL IN NU SCALE 74"= 1'-0" 4 • ., THE FIELD AND CONTACT ENGINEER TO REVIEW. SCALE.' J4"= 1'-0" MAINTAIN CONSISTENT ELEVATION OF PEDESTALS AND �sOO a ;i °o BRACE ANGLES. l(, '_E.P,yrl B. FTC. $ ' - - 5 33878 (3)-/4's CON77N000s MATCH EX 07/28/2021 IN FOOTING FIELD VERIFY / 7"fl0"f7"-/ ,,,- = • NEW STAIR TOWER FOUNDATION DETAIL 2-O" / A cn qcor SCALE 74"= 1'-0" CUT OUT DAMAGED AND EX/ST/NG 2x10 JOISTS 7— O� ROTTEN AND REPLACE OF EX/S71NG L N JOISTS AND OR O S/SEER ON NEW 2x10's® 16" O.C. NEW P.T. 2x10 r O � BLOCKING OR 10 Q 0 CONE/NUOUS RIM I V / EXISTING 2x10 BOARD 7 / FLOOR JOISTS NEW P.T. 2x6 PLATE W/ LO 2 Val EPDXY GROUTED ° LPCZ EA. S/DE 2x10 BLOCKING !1 ANCHOR BOLTS 0 48" U N I ,_ - / W6x SLOPED 0.C, S/MPSON RPBZ OR Q COLUMN PER SUBSOTUTE POST w PLAN I I CONNECT/O PER O VTIG 4M 10 30$ LTAM QEXISTING LUS210 - 1 4 it 9%4aPERPLAN 5" 2x10 VERIFY R/M CONCRETE (3)-2x6 JOIST FOUNDAT/ON WALL _ „ POST Ce 0 DRILL&EPoXY BP5x7 \T.O.W. $ ADD(1)-1 74`x 9%4" ° (3)-/4's EACH WAY m W ALL HORIZONTAL ° LVL x OPENING WIDTH Q REBAR INTO PER PLAN +8" " < O CONCEXISRETE FRAMING SECT/ON JOISTS H FOUNDATION 5B PERPENDICULAR TO WALL JOISTS AT EX7ER/OR NOTE VERIFY /WALLNG OANDT/CONTACON OF T IST/NG " L S5.01 ENGINEER IF DIFFERENT FROM THAT SHOWN HERE. (�yyy �ggg rill FFJ m W "°/ E OR " 1 CLR." lk COMPACTEDAIARVE OSTRUCTURAL Li f t�� y m JOIST REPAIR AND NEW BEAM AND POST /-7'-0" / 1'-0"—/ �ECIAL INSPECTI 0 FOUNDATION IN CRAWL SPACE DETAIL FILL PER GEOTECH j ❑o O1/09/2022 NKr SCALE 74"= 1'-0" / 2'-0` / ( � -I Structural steel welding:Field 8 Shop iustinh a e - SAWCUT NEW -High strength bolting < ,/4's® 12"O.C. OPENING IN -E oxy anchors " OR f5's B 16" EXISTING O.C. HORIZONTAL CONCRETE WALL -Intumescent paint 4" o AND VERTICAL -Spray a lied fire resistive materials VERIFY 5" o EACH FACE PP ' LONG SLOTTED F N m -Permanent micropiles BPZ.Sx9 HOLE PERMISSIBLE ®' m WEEP HOLES OR • ; 1 3/4"^ `o o - PERFORATEDFOOG RRAIN °"° Special inspection is required per 2015 IBC %z"EPDXY ■ rc'^ section 1704.Inspector to verify that copy of ��_- o w \ I I m m ANCHOR BOLTS N . p A _ the rjob site prior to perforeement for inspection ming am to be on �I■ ® ® INTO CONCRETE ` t�r EXISTING , w o V " •l " " inspections.A copy of all Special Inspector / o WALL —i= - a)1, ° DRILL&EPDXY '� a a~ o ` B. FTG. $ . field reports to be on the job site for ANCHOR BOLTS ,� l inspectors'review if requested.Failure to INTO EXISTING MATCH E I w. GO Isi I S X WALL SECTION — JOISTS CONCRETE WALL JI J HELD VERIFY comply may result in denial of inspection. N /4 OR 5 BARS AT 4'-O" /10" /Z"� (3)-//4's ONT/NUOUS 5A PARALLEL TO WALL .�/,"PLATE TIP O.C. MAX., DRILL AND IN FOT7NG S5.0 Project DOWEL INTO EXISTING FOOTING. �, Milestone PERMIT SET AJob No. 2020-298.001 a EX/STTNG PLAN VIEW Drawn by: JJP CONCRETE 7 B Date: 05.03.2021 h EXISTING FOUNDATION WALL WITH NEW CRAWL SPACE WALL S5.0 OC: MN PE: JEP File: Details 4 NEW NORTH SIDE PLANTER/FOUNDATION WALL DETAIL i© ACCESS DETAIL \� %z"EPDXY ANCHOR o " x S5.0 SCALE "= 1'-0" ®1 SCALE 7/4"= 1•-O" COLTS INTO EXIST 74 CONCRETE WALL E • 7A WALL SECTION v a liaq t Title: S5.0 FOUNDATY/ON CONNECTION DETAIL AT NEW 34^PLATE, Ern. Foundation Details " NORTH SIG WALL DE BALCONY COLUMNS ADJACENT Q ®i TOSCA T/4"= 1'-a' Aft ELEVATION VIEW _ ® Dwg No. a S5.01