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Residence addition _ Structural plans and details
- 1. 15 G 203 203 90501501620816 16 22 14022 16 333 16 191 50150169216 64 P2 W3 2 1 500500 707 20 F L 162081515051 191 253 364 16 152 16 150 35255 203 203 64 162 90 25 68 16 103 13 W4 W4 W5 18 20 11 22 23 WP4 921 919 10 115 20 50.00° 30 T/O SECOND FLOOR 3200 20 WP4 R3 MIN. 2% SLOPE MIN. 2% SLOPE TO DRAIN 157 150 315 921 4915100100643840016 24 25 3 28 4 8 26 27 100 W5 2784 AFF D T/O ROOF @SUITES 6400 1622 140 2216 10010020330016 403316 302 474 2684 AFF R2 P2 8 15 13 4 12 MIN. 2% SLOPE TO DRAIN 16 64 16 64 16 14 17 T/O SECOND FLOOR 3200 E 1138 264643820646316 190 43 6 1520010266616 2518 AFF 16 22 150 150 10 588 F4 R3 W4 32 31 35 8 24 29 34 20 33 36 3384 AFF 1 T/O DAYCARE ROOF 3800 164003899101400 49 155 136 22 16 100 MIN. 2% SLOPE MIN. 2% SLOPE TO DRAIN 3 5 6 4 7 8 W1 WP1 R1 16 20 J 90 25 68 16 103 13 140 22 16 51150240 150 185 700 115 EDGE OF EX. SLAB EDGE OF NEW SLAB 11 9 10 W2 P3 W5 SCALE: DRAWING NAME: PROJECT NAME: SUBMITTAL DATE: SECTION: THURSDAY - 010 TEAM AMANDA CABEZAS TERESA SEASONS PATRICK SOUTER GENERAL NOTES: REVISIONS: DO NOT SCALE DRAWINGS. CONTRACTOR(S) TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING ANY WORK. ALL ERRORS AND OMISSIONS AND ALL DISCREPANCIES ON THE DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS, MUST BE FORWARDED IN WRITING TO THE DESIGNER WITHIN TWO (2) DAYS, UPON DISCOVERY. THE DESIGNER DOES NOT ASSUME ANY RESPONSIBILITY AND LIABLILITY IF THESE INSTRUCTIONS ARE NOT MET. DRAWN BY: No. DATEREVISION 28/09/20152:29:37PM 1 : 10 TERESA SEASONS ELECTRONIC DETAILS RESIDENCE ADDITION D101 TERESA SEASONS 1 : 10D101 CORNER DETAIL @G151 01 ELECTRONIC DETAILS 04DEC2013 1 : 10D101 CW/EXISTING @ROOF DECK @F204 1 : 10D101 SECTION @ROOF DECK & EXISTING RESIDENCE3 1 : 10D101 TYPICAL SKYLIGHT DETAIL2 KEYNOTES 1 : 10D101 WALL SECTION @ROOF DECK ENTRANCE5 1 : 10D101 TYPICAL C.A.P. PARAPET7 1 : 10D101 CORNER DETAIL AT ELEVATOR @206 xx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 16 GYP. PAINTED & WRAPPED TO MULLION 93 STEEL STUD 16 EXT. SHEATHING V/B TIED IN TO MULLION 150 RIGID INS. 20 RIGID INS. TIED IN TO MULLION 30 AIR SPACE STEEL ANGLES ON BRICK & MULLION BACKER ROD & SEALANT PARAPET CAP TO CONSIST OF: 38X89 BLOCKING 38X38 BLOCKING SUPPORT BOARD 25 RIGID INS. CONT. RE-FINISHED METAL FLASHING ANCHORED TO CMU BASE & CAP SHEETS LAPPED PER MANUFACTURER'S SPECIFICATION ANCHOR COMPONENTS PROVIDED BY C.A.P. MANUFACTURER JOINT COMPONENTS PROVIDED BY C.A.P. MANUFACTURER 50 MM COMPRESSIBLE FILL 2-89X64X6 STEEL ANGLE 16 MM BOLTS 610X1220 GYP. CEILING PANELS END COMPONENTS PROVIDED BY C.A.P. MANUFACTURER COMPRESSIBLE SEALANT COLOUR-MATCHED TO EXISTING BRICK 150 HORIZ. EXPANSION JOINT 762X2200 DOMED TRIPLE-GLAZED SKYLIGHT C/W RIGID INS. FILLED ALUMINUM CURB ALUMINUM FINISH TO MATCH SKYLIGHT CURB 50 MM COMPRESSIBLE FILL 2-200X200X13 STEEL ANGLE 16 MM BOLTS 16 MM GYP. CEILING PANELS 64 MM VERT. STEEL STUD 64 MM HORIZ. STEEL STUD PRE-FINISHED METAL FLASHING ANCHORED TO CURB WRAP V/B TO EDGE OF CONC. 16 GYP. PAINTED 208 STEEL STUD 16 EXT. SHEATHING WRAPPED TO STUD 150 RIGID INS. 51 C.A.P. BACKER ROD & SEALANT WRAP GYP. TO MULLION CORNER COMPONENTS PROVIDED BY C.A.P. MANUFACTURER COMPRESSIBLE SEALANT 16 GYP. WRAPPED TO EDGE OF SLAB 43 WOOD PAVERS LEVELERS SIZED ACCORDING TO ROOF SLOPE (SEE SPECIFICATION) 1070 HIGH ROOF DECK GUARD C/W TEMPERED GLASS PANELS CONFORMING TO CAN/CGSB-12.1-M 400 DEEP OWSJ (SEE STRUCTURAL) W410X39 BEAM (SEE STRUCTURAL) TIE V/B IN TO FLASHING CONT. PERIMETER RESTRAINT ANCHORED TO CONC. DECK PARAPET FLASHING TO TIE INTO THROUGH WALL FLASHING AT CURTAIN WALL 264 CONC. LANDING 1070 GUARD COMPLYING WITH O.B.C. 3.8.3.4(1)(f) ANCHOR TO RAMP/LANDING 16 GYP. PAINTED 22 FURRING 150 CONC. UPSTAND V/B TIED IN TO MULLION 150 RIGID INS. SUPPORT BOARD 2-PLY MOD BIT MEMBRANE PROVIDE CONT. SHEAR KEY W610X92 BEAM (SEE STRUCTURAL) 508 DEEP OWSJ (SEE STRUCTURAL) CONT. PRE-FINISHED METAL FLASHING TIED INTO MULLION SEE SHEET A-100 FOR CONSTRUCTION ASSEMBLIES RESERVED
- 2. 17 20 250 x 500m m 18 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 A B C E F G H 3000 3000 3000 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 52920500025003000300045002500 20500 2562 7038 9600 D 19 L M 5 S400 C2 C2 C2 C2 C2 C2 C2C2 C2 C2 C2 C2C2 C2C2 C2C2 C2C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1C1 C2 C1 C1C1C1 C3 C3 C3 C4 C4 C4 C4 C4 C3 C3 C3 C3 C4 C2 C2 6 S400 1 S403 1 S403 BP1P1F1 BP1P1F3 BP1P1F3 BP1P1F3 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F3 BP1P1F3 BP1P1F3 BP1P1F3 BP1P1F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 K J N 3 S500 900 900 900 900 2479 3631 6369 5968 18446 478 N SCALE: DRAWING NAME: PROJECT NAME: SUBMITTAL DATE: SECTION: THURSDAY - 010 TEAM AMANDA CABEZAS TERESA SEASONS PATRICK SOUTER GENERAL NOTES: REVISIONS: DO NOT SCALE DRAWINGS. CONTRACTOR(S) TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING ANY WORK. ALL ERRORS AND OMISSIONS AND ALL DISCREPANCIES ON THE DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS, MUST BE FORWARDED IN WRITING TO THE DESIGNER WITHIN TWO (2) DAYS, UPON DISCOVERY. THE DESIGNER DOES NOT ASSUME ANY RESPONSIBILITY AND LIABLILITY IF THESE INSTRUCTIONS ARE NOT MET. DRAWN BY: No. DATEREVISION 28/09/20152:29:40PM 1 : 100 STRUCTURAL PLAN, FOUNDATION/GROUND FLOOR RESIDENCE ADDITION S100 1 : 100S100 GROUND FLOOR/FOUNDATION PLAN1 05DEC2013
- 3. 17 20 250 x 500m m 18 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 A B C E F G H 3000 3000 3000 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 52920500025003000300045002500 20500 2562 7038 9600 D 19 L M 5 S400 C2 C2 C2 C2 C2 C2 C2C2 C2 C2 C2 C2C2 C2C2 C2C2 C2C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1C1 C2 C1 C1C1C1 C3 C3 C3 C4 C4 C4 C4 C4 C3 C3 C3 C3 C4 C2 C2 6 S400 1 S403 1 S403 BP1P1F1 BP1P1F3 BP1P1F3 BP1P1F3 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F3 BP1P1F3 BP1P1F3 BP1P1F3 BP1P1F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 K J N 3 S500 900 900 900 900 2479 3631 6369 5968 18446 478 N SCALE: DRAWING NAME: PROJECT NAME: SUBMITTAL DATE: SECTION: THURSDAY - 010 TEAM AMANDA CABEZAS TERESA SEASONS PATRICK SOUTER GENERAL NOTES: REVISIONS: DO NOT SCALE DRAWINGS. CONTRACTOR(S) TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING ANY WORK. ALL ERRORS AND OMISSIONS AND ALL DISCREPANCIES ON THE DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS, MUST BE FORWARDED IN WRITING TO THE DESIGNER WITHIN TWO (2) DAYS, UPON DISCOVERY. THE DESIGNER DOES NOT ASSUME ANY RESPONSIBILITY AND LIABLILITY IF THESE INSTRUCTIONS ARE NOT MET. DRAWN BY: No. DATEREVISION 28/09/20152:29:40PM 1 : 100 STRUCTURAL PLAN, FOUNDATION/GROUND FLOOR RESIDENCE ADDITION S100 1 : 100S100 GROUND FLOOR/FOUNDATION PLAN1 05DEC2013
- 4. 17 20 250 x 500m m 18 1 2 34 5 6 7 8 9 10 11 12 13 14 15 16 A B C E F G H 3000 3000 3000 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 3660 52920500025003000300045002500 20500 2562 7038 9600 D 19 L M 5 S400 C2 C2 C2 C2 C2 C2 C2C2 C2 C2 C2 C2C2 C2C2 C2C2 C2C2 C2 C2 C2 C2 C2 C2 C2 C1 C1 C1 C1 C1C1 C2 C1 C1C1C1 C3 C3 C3 C4 C4 C4 C4 C4 C3 C3 C3 C3 C4 C2 C2 6 S400 1 S403 1 S403 BP1P1F1 BP1P1F3 BP1P1F3 BP1P1F3 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P2F2 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F1 BP1P1F3 BP1P1F3 BP1P1F3 BP1P1F3 BP1P1F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P2F3 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 BP1P1F4 K J N 3 S500 900 900 900 900 2479 3631 6369 5968 18446 478 N SCALE: DRAWING NAME: PROJECT NAME: SUBMITTAL DATE: SECTION: THURSDAY - 010 TEAM AMANDA CABEZAS TERESA SEASONS PATRICK SOUTER GENERAL NOTES: REVISIONS: DO NOT SCALE DRAWINGS. CONTRACTOR(S) TO VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING ANY WORK. ALL ERRORS AND OMISSIONS AND ALL DISCREPANCIES ON THE DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS, MUST BE FORWARDED IN WRITING TO THE DESIGNER WITHIN TWO (2) DAYS, UPON DISCOVERY. THE DESIGNER DOES NOT ASSUME ANY RESPONSIBILITY AND LIABLILITY IF THESE INSTRUCTIONS ARE NOT MET. DRAWN BY: No. DATEREVISION 28/09/20152:29:40PM 1 : 100 STRUCTURAL PLAN, FOUNDATION/GROUND FLOOR RESIDENCE ADDITION S100 1 : 100S100 GROUND FLOOR/FOUNDATION PLAN1 05DEC2013