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HomeMy WebLinkAboutB16-0031_S303_1478903301.pdf- 7 1/2" 5 1/2" TREATED 2x6 PLATE 2x STUD WALL SEE 6" (2) BAYS BLOCKING @ 48" OC SEE ANCHORAGE TO FND SEE 10/ S601 LVL LEDGER SEE 20/ S600 20/ S600 10/ S601 FOUNDATION WALL SEE 1/ S302 7" 1/2" - FOR ADDITIONAL INFORMATION SEE 9/ S302 2'-6" #4x . 2'-6" @12" TOP A706 FIELD BEND (1) #4xCONT 3" 5" -2x STUD WALL SEE 6" MIN 2x6 TREATED SILL PLATE TOP FLANGE HANGER SEE 18/ S600 ANCHORAGE TO FND SEE 10/ S601 WEB STIFFENER ES, TYP LVL LEDGER SEE 20/ S600 10/ S601 FOUNDATION WALL SEE 1/ S302 7 1/2" 5 1/2" 7" 1/2" SLAB REINFORCEMENT SEE 1'-0" 4'-0" MIN (3) #5 TOP AND BOTTOM #3 STIRRUPS @ 12" OC 1/ S301 #4x 3'-0" @12" OC 3'-0" #4x 3'-0" @12" OC 3'-0" SLAB REINFORCEMENT SEE 1/ S301 #4 @ 12" OC TRANS #4 @ 12" OC LONG (3) MIN #4@12" OC VERT #4@12" OC HORIZ CONTINUE BARS FROM BELOW #4 @ 12" OC TRANS #4 @ 12" OC LONG #4@12" OC VERT (TYP) #4@12" OC HORIZ (TYP) FOR ADDITIONAL INFORMATION SEE 4/ S303 FOR GRADE BEAM REINFORCEMENT SEE 6/ S303 #3 STIRRUPS @ 12" OC (3) #5 TOP AND BOTTOM #4x 3'-0" @12" OC 3'-0" SLAB REINFORCEMENT SEE 1/ S301 FOR FOOTING INFORMATION SEE 1/ S300 (6) #6 VERTICAL BARS #3 @ 12" OC (6) #6 DOWELS FOR GRADE BEAM REINFORCEMENT SEE 6/ S303 FOR SLAB REINFORCEMENT SEE 1/ S301 #3 STIRRUPS 2'-4" 1'-4" SPIRAL STAIR CONNECTION BY CONTRACTOR A A 3" . 7@6". . 12" TYP FOR ADDITIONAL INFORMATION SEE 4/ S303 1 1/2" 3" 6" 3" 1 1/2" BASE PL3/4"x5x1'-3" HDG W/ (4) 3/4"Ø SIMPSON TITEN HD W/ 5 1/2" EMBED HSS3x3x1/4 PL3/4"x8x0'-8" KNIFE PL3/4"x10x0'-6" HDG W/ (4) 3/4" Ø THRU BOLT 1/4 1/4 6" 3"1 1/2" 1 1/2" 3" 1 1/2" FOR ADDITIONAL INFORMATION SEE 4/ S303 HSS3x3x1/4 PL3/4"x5x0'-6" KNIFE PL3/4"x10x0'-6" HDG W/ (4) 3/4" Ø THRU BOLT 1/4 1/4 1/4 6" 3" 1 1/2" 1 1/2" 3" 1 1/2" BASE PL3/4" W/ (4) 3/4"Ø SIMPSON TITEN HD W/ 5 1/2" EMBED 3" 3" 3" 1 1/2" FOR ADDITIONAL INFORMATION SEE / 4 S303 LTE 10" T/SLAB SEE ARCH T/WALL 4" 6" 1 1/2" 1/2" KNIFE PL W/ (4) 3/4"Ø THRU-BOLTS 1 1/2" 3" 1 1/2" 3/16 CAP PL 1/2x5"Ø BEAR WOOD POST TIGHT HSS3x3x3/8 POST BOULDER W/ 6"ØCORED HOLE SEE ARCH BASE PL3/4x12x1'-0" W/ (4) 3/4"Ø AB @ 9" GA #3 x TIES @ 12" OC (3) @ 3" ADD'L @ TOP (4) #6 x VERT. FOOTING SEE 1 1/2" 9" 1 1/2" 3'-0" MAX 3/16 1'-4" 1" NS GROUT 1/ S300 NO SOG AT SIM - FOR ADDITIONAL INFORMATION SEE / 1 S302 - LIFT AND SLIDE DOOR SEE ARCH FOR ADDITIONAL INFORMATION SEE 2/ S303 -1'-0" SEE PLAN S301 4 7 1/2" 5 1/2" DOOR SEE ARCH FOR ADDITONAL INFORMATION SEE 14/ S302 - FOR ADDITIONAL INFORMATION SEE OR /1S303 / 2 S303 4 1/2" 4" 3 1/2" 5 1/2" #3x 16" - FOR ADDITIONAL INFORMATION SEE 3/ S303 2'-6" #4x . 2'-6" @12" TOP A706 FIELD BEND (1) #4xCONT 3" 5" 0" TO 1'-0" (2) #6 (A706) #6x2'-4", EMBED SUPPLIER TO TIE IN PLACE CENTERED ON PLATE, WELDING NOT PERMITTED 1'-0" LESSER OF: 1) LDH 2) FAR FACE OF CONC LESS 2" 2" 8" 2" 1 1/2" 3" 1 1/2" 3/8 FOR WIDE FLANGE CONNECTION SEE FOR CHANNEL CONNECTION SEE 10/ S500 12/ S510 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 3090 BOOTH CREEK DR VAIL, COLORADO 3/1/2016 3:27:11 PM C:\Proj\M15.1107-Reimers_Residence-RS16_KMertens.rvt S303 REIMERS RESIDENCE FOUNDATION DETAILS KM KH PD M15.1107.S.01 M15.1107.S.01 03/01/16 3/4" = 1'-0" 2 TOP OF WALL AT PARALLEL JOISTS 3/4" = 1'-0" 3 TOP OF WALL AT GARAGE SLAB 3/4" = 1'-0" 1 TOP OF WALL AT PERP JOISTS 3/4" = 1'-0" 6 TYP GRADE BEAM 3/4" = 1'-0" 4 EXTERIOR SOG AT WALL 3/4" = 1'-0" 5 EXTERIOR SOG AT FIREPLACE 3/4" = 1'-0" 7 GRADE BEAM NEXT TO SPIRAL STAIRS 3/4" = 1'-0" 8 GRADE BEAM CONNECTION TO STUB COLUMN 3/4" = 1'-0" 9 POST CONNECTION AT TOP OF WALL 3/4" = 1'-0" 10 POST CONNECTION AT TOP OF WALL AT CORNER 3/4" = 1'-0" 11 SOG AT END OF DECK 3/4" = 1'-0" 12 COLUMN BASE AT BOULDER 3/4" = 1'-0" 13 FND WALL AT OUTDOOR PATIO 3/4" = 1'-0" 14 TOP OF WALL AT PARALLEL JOISTS AT SOG 3/4" = 1'-0" 15 FOUNDATION DETAIL AT ELECTRICAL CLOSED 3/4" = 1'-0" 16 TOP OF WALL AT DOOR 3/4" = 1'-0" 17 TOP OF WALL AT GARAGE SLAB (CONCRETE PATIO) 1 1/2" = 1'-0" 18 BEAM EMBED NEAR T/WALL 3/2/2016 04/11/16