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HomeMy WebLinkAbouts3019' - 3 5/8" ± � U / BASEMENT 2x4 SILL PL (PT), ANCHOR WI 1/2 DIAMETER ADHESIVE ANCHORS x8" LONG WITH SPACING PER SOOl (2) 2x10 RIM JOIST (PT) // // EXIST PORCH COL TO REMAIN REMOVE WOOD DECKING REMOVE WOOD 2x FRAMING � �� �, �� �� ��— i/ || | | // i | |/ 1 / / / |1 | | /| |/ / 1 // / / ___'^^______11______``__—__-_L_______J_J' _____`^_____'^–L_ EXIST GRADE T-G^±(NF) ------------''--- '------ 12"x12" PIER VIE— W/ � W/ (4)#GVERT AND T' #3 TIES, 2'-0^xi'-6"FTG W/ (2) #5 EW 'A. .11_ 1 1' - 6" 1' - 6" EXIST SLAB ON GRADE EXIST FDN WALL T/EXIST SLABS B/EXIST FTG (VIF) SECTION 301 1/2"= 1'-0^ 2x10 PORCH FRAMING (PT) 7x11 875 PARALLAM RE -USE SANDSTONE CAPS, VERIFY SIZE IN FIELD FINISH GRADE. SEE SITE DWGS n �SECTION NOTE:T8z|ERELEVATON VARIES. PROVIDE LONGER VERT BARS AND CUT IN FIELD AS REQD S301 / 1�"= 1'-0" T/DECK 1^TONBUEANOGRODVE DECKING ' ) 2x10 PORCH FRAMING (PT) °° ~ " 1''8' SECTION 3/4" = 2x4 SILL PLATE (PT) SEE SO01FOR ATTACHMENT #4AT12"0CEVV #4DOWELS AT12"OC #4AT12"OCTRANSVERSE (3)#5 LONGITUDINAL VARIES MATCH B/EXIST FTG ELEV NOTE DRILL AND GROUT HORIZONTAL RBNFORC|NBS^|NTOEXSTNG FOUNDATION WALLS, EACH END. EXIST GIRDER EXIST RIM BOARDS TO REMAIN T0EXSTDECK (V1H EXIST 14^STONE FDN WALL DRILL AND GROUT (2)45 W/ 6" EMBED ' I I -I I-1 B/EXIST FTG DRILL AND GROUT NkG"EMBED 2x10 SILL PL (PT), ANCHOR W/ 1/2" DIAMETER ADHESIVE ANCHORS x8" LONG WITH SPACING PER SOOl GROUT PAD AS REQ'D 2x10 PORCH FRAMING (PT) ,tijo T/PORCH � �� T/EXIST SLAB (5016'±)(NF) B/EXIST FTG (VIF) 9 - 3 5/8" ± / BASEMENT 1/8" MAX \/ \, � �� -\\N � INSULATION, SEE ARCH DWGS FLUID APPLIED VVATERPRODF|NB, SEE ARCH DWGS PARGE COAT 7' - 6" ± (VIF) 1''S^ '-2^± � o 0 � AS REQD FOR SAFE WORK AREA #4AT1G^OCEW, EPDXY COATED #4AT18"0CDOWELS, b EPDXY COATED ^ � SLOPES -1111111 U 2x4 SILL PLATE (PT)SEE S001 FOR ATTACHMENT coud 00 5 4" . *1 o • _1/1-1/1-1/1-1/1-1/ 1'-8" SECTION SEE 4/S301 FOR REINF FDN DRA|N, SEE CIVIL DWGS EXIST FDN WALL EXIST SLAB ON GRADE NOTE: PROTECT EXCAVATION FROM WEATHER DURING CONSTRUCTION. 2'-O" VARIES MATCH B/EXIST FTG ELEV EPDXY COATED #3 U -BARS AT RAILING SLEEVES �� � REMOVE GIRDER SAWCUT EXIST GIRDER AFTER PIER IS CONSTRUCTED GIRDER TO REMAIN STABILIZE EXIST GIRDER AS REQ'D EXIST 14^STONE FDN WALL . B/EXIST FTG (506.6'±)(VIF) 1'-6" 2 1/2"x5SLEEVE FOR RAILING ATTACHMENT #4AT16"OCEW, EPDXY COATED • '—�� -- 000 �=='=~~ �85VEoo,co =1 1 1_1 1 1_1 1 1'-O" � T/EXIST SLAB (501S'±)(VIF) B/EXIST FTG " 9' - 3 5/8" ± � �� SIMPSON MTS2OSS STAINLESS STEEL TWIST STRAP OR EQUIVALENT AT EA GIRDER END, INSTALL W/(7)-1Od NAILS INTO GIRDER AND 1/4^0ADHESIVE ANCHOR W/5^EMBED TONGUE AND GROOVE DECKING, SEE ARCH DWGS 2x10AT16"00(PT) LAP OVER GIRDER NEW PARALLAM EA SIDE OF EXJST GIRDER, SEE PLAN -FiHr . . CLEAN, APPLY BONDING AGENT AND GROUT AS REQ'RED FOR SOLID GIRDER BEARING fit T/GRATING EQUALS T/WALL EXIST FDN WALL EXIST SLAB ON GRADE Tr" NOTE: PROTECT EXCAVATION FROM WEATHER DURING CONSTRUCTION. SECTION S301 IES (VIF) GALV PL 10x6x3/8 W/ (2) 1/2"0ADHESIVE ANCHOR AND 5''EMBED AT7A GALVLGx4x5/1G(LLV)W0 1/2"0 ADHESIVE ANCHOR AND 5" EMBED AT 18"00, 3 SIDES EXIST WINDOW SLOPE 1/4"PER FOOT :87%c0916/46j0....;. 0Scp,Ic560 • 81 0 CP.:8651r2( )0 n04 . . |1 11 AREAWAY DRAIN. SEE SITE DWGS (6)#4 LONGITUDINAL EPDXY COATED #4 STIRRUPS AT 16"00 EPDXY COATED --IN- 1'-O^ VARIES (VIF) / co * Z10 DRAINAGE FILL. SEE SITE DWGS 1/2"=1'-O^ 7 ° SLOP ° ° ° 10 (5)-6LONG WOOD SCREWS INTO EXIST GIRDER AT EA PARALLAM T/DECK (510 9'±) r.�| EXIST 14^STONE � FDNVVALL . B/EXIST FTG (506.6'±)(VIF) EXIST STONE FACADE/ FDN WALL REUSE EXIST 20"x6'8LUESTDNE CAP STONE, VERIFY SIZE IN FIELD. SEE A7/A5O1 FOR ATTACHMENT. SEE SPEC 040120 FOR BLUESTONE CAP PATCHING. FINISH GRADE. SEE SITE DWGS u •• o ° • n 0 ° NOTE: ON RETURN WALLS, DRILL AND GROUT HORIZONTAL RBNFDRC|NGO^|NTO EXISTING FOUNDATION WALLS. ° 00 ° ° 1' -8^ o 6" SLAB -ON -GRADE. REINF W/#4AT1Gl]CEW. EPDXY COATED SEE 4/S301 FOR REINF SECTION 3/4'= 1�0" NOTE: AT 7/S301 TOP OF CAPSTONE EQUALS 510.25'. AT 7A/S301 TOP OF CAPSTONE EQUALS 510.0'. AT7B/S3O1TOP DFWALL EQUALS 5OQ.5'AND BLUESTONE CAPSTONE IS OMITTED. MATCH EXIST B/FTG RYANU�N����� �������� CLARK DAVIS �� lENGNssRnm6 avmVEvoNG 4592 JORDAN ROAD SKANEATELES FALLS, NY 13153 numaao,4rsz f 315.685.4753 www.ryanbiggs.com =~ 0 0 111111111111111111 �� �� co 0 �°�°� � • haca, New York 14850 DATE: 14December 2O18 PROJECT: 1711 u� OTHER: DRAWN BY: Author FOUNDATION SECTIONS AND DETAILSS A �� S301 � U � �� � �� �� « � �� 10 � �