HomeMy WebLinkAboutPLANS Carriage House 333 E Wonderview Ave 2019-11-18APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
12/18/2018
REVIEWED BY ______________________
CONSTRUCTION TYPE _______________
OCCUPANCY CLASSIFICATION ________
SPRINKLERED ______________________
11/18/2019
This structure must comply
with the requirements of the
2017 National Electrical Code
LLA
VB
??
??
A B C D
1
3
2
S-100
2
4"3' - 4"33' - 4"16' - 4"1' - 4"16' - 3"1' - 2"
1' - 2"
(FUTURE OPENING)
5
S-211
5
S-211
1
S-201
5
S-211
3
S-211
5
S-211
9' - 10"
(FTG.)
PERIMETER DRAIN
RE: DTL. 1/S-211
PERIMETER
DRAIN HIGH
POINT
9' - 10"
(FTG.)
F6.0
(85'-6")
F6.0
(85'-6")
EQ.
BETW EEN COLUMNS
EQUAL SPACING EQ.
FUTURE SLAB CONTROL OR
CONSTRUCTION JOINTS
87'-0"
S-201
3(TYP.)
(TYP.)
88'-8"
INVERT
87'-0"
INVERT
90'-0" F.D.
91'-0"
EDGES OF AREAWELL
SLAB (TYP.)86'-0"
T.O.F.
87'-7 1/4"
INVERT
88'-0 1/2"
INVERT
92'-6"
SILL
ELEVATION
1' - 6"
86'-7"
INVERT
4
S-201
23' - 10"42' - 3"29' - 10"
5' - 2"95' - 11"5' - 2"
(FUTURE OPENING)
9' - 7"
86'-8 1/2"
INVERT
86'-7"
INVERT
86'-5 1/2"
INVERT
(FUTURE
OPENING)
SIM
SIM
2
2
XXXX'-XNOTES:
1. TOP OF SLAB ELEVATION NOTED THUS: ON PLAN.
2. FUTURE SLAB ON GRADE SHALL BE 4" THICK NORMAL WEIGHT CONCRETE CONSTRUCTED OVER A
VAPOR BARRIER. PLACE THE VAPOR BARRIER OVER A 4" THICK LAYER OF GRANULAR MATERIAL,
RE: SPECIFICATIONS. REINFORCE SLAB WITH 6x6-W2.9xW2.9 W.W.F., UNLESS NOTED OTHERW ISE
ON PLAN. WELDED WIRE FABRIC TO BE PLACED AT THE CENTER OF SLAB THICKNESS USING SLAB
BOLSTERS OR EQUIVALENT AT 4'-0 O.C.
3. RE: DETAIL 1/S-201 FOR SLAB ON GRADE JOINTING REQUIREMENTS. PROVIDE CONTROL JOINTS AT
A MAXIMUM SPACING OF 13 FEET O.C. UNLESS NOTED OTHERW ISE ON PLAN. PROVIDE THICKENED
SLAB BENEATH ALL CMU WALLS WHERE NO FOUNDATION IS SHOWN.
4. FX ON PLAN INDICATES FOOTING TYPE/MARK. SEE FOOTING SCHEDULE ON SHEET THIS SHEET FOR
SIZE AND REINFORCEMENT.
5. TOP OF FOOTING ELEVATION = 86'-0 UNLESS NOTED OTHERWISE ON PLAN.
6. RE: DETAIL 6/S-201 AND GENERAL NOTES FOR CAST IN PLACE WALL JOINTING REQUIREMENTS.
7. RE: CONCRETE REINFORCING SPLICE SCHEDULE ON SHEET S-001.
8. RE: ARCHITECTURAL DRAWINGS FOR SIZE, DEPTH, AND LOCATION OF SLAB RECESSES. RE: DETAIL
2/S-201 FOR STRUCTURAL REQUIREMENTS.
9. PROVIDE 4" THICK CONCRETE HOUSEKEEPING PADS UNDER ALL FLOOR MOUNTED MECHANICAL
AND ELECTRICAL EQUIPMENT. RE: ARCHITECTURAL AND MEP DRAWINGS FOR SIZE AND LOCATION.
REINFORCE PAD WITH #4 BARS AT 12" O.C. EACH WAY.
10. DENOTES SLAB STEP ~ RE: 2/S-201.
LEVEL 1
100' - 0"
BASEMENT
87' - 0"
D
PLACE 3/8" DEEP
CHAMFERS INTO
CONCRETE WALL
TO INDICATE LOCATIONS
OF FUTURE OPENINGS
(BOTH SIDES OF WALL), TYP
4
S-211
7
S-211
16' - 4"1' - 4"16' - 3"1' - 2"
4
S-211
7
S-211
#4 TIES x
@ 10" O.C.
6 - #6 VERT.
COLUMN
REINFORCING
6 - #6 x
DOWELS,
PROVIDE
STD HOOK
PLACE 3/8" DEEP
CHAMFERS INTO
CONCRETE WALL
TO INDICATE LOCATIONS
OF FUTURE OPENINGS
(BOTH SIDES OF W ALL), TYP
LEVEL 1
100' - 0"
BASEMENT
87' - 0"
3
90'-0"
1'-2"9'-2"8"
FOUNDATION WALL
BEYOND
WALL FOOTING
FUTURE SLAB
BEYOND
6'-0"x6'-0"x1'-4"
REMARKSFOOTING SIZE REINFORCING
FOOTING SCHEDULE
MARK
F6.0
NOTES:
1. FOOTINGS SHALL BE CENTERED UNDER COLUMNS UNLESS
INDICATED OTHERW ISE.
2. REINFORCING INDICATED SHALL BE EACH-WAY, BOTTOM
UNLESS NOTED L.W . ~ LONGWAY, S.W. ~ SHORTWAY.
7 - #6 EACH WAY
LEVEL 1
100' - 0"
B
4"
3' - 4"
PLACE 3/8" DEEP
CHAMFERS INTO
CONCRETE W ALL
TO INDICATE
LOCATIONS
OF FUTURE OPENINGS
(BOTH SIDES OF
WALL), TYP
7
S-211
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING HEREIN SHALL NOT BE
DUPLICATED, DISCLOSED OR OTHERWISE
USED WITHOUT THE WRITTEN CONSENT
OF MOA ARCHITECTURE
S-100
FOUNDATION
PLAN
JAK
09.20.2019
19-050
PERMIT SET
JMK
1/4" = 1'-0"
FOUNDATION PLAN
S-100S-100 1/4" = 1'-0"
2 W ALL ELEVATION S-100S-100 1/4" = 1'-0"
3 W ALL ELEVATION
23816
A
R
REVISION DATE
REVIEW COMMENTS R2 10/15/19
AREAWELL WALL CHANGES R3 10/24/19
10/24/201910/24/2019
Reviewed by
SAFEbuilt
11/18/2019
A B C D
1
3
2
95'-11" (VERIFY)
23'-10"42'-3"29'-10"
1'-2"1'-2"
10'-3"
4'-0"4'-0"
C.L. BEAM CONNECTION C.L. BEAM CONNECTION5
S-211
5
S-211
5
S-211
5
S-211
3
S-211
(SIM.)
(SIM.)
FLOOR DECK, SEE PLAN NOTE 2.
6 1/2"7 1/2"7 1/2"6 1/2"
W18x60 (48)W24x68 (68)W18x60 (48)
1'-2"
7'-6"7'-7"7'-7"8'-3"8'-6"8'-6"8'-6"8'-6"9'-6"9'-7"9'-7"1'-2"
W8x10
9' - 7"8"
5' - 1"10' - 0"7' - 7"8' - 3"8' - 6"8' - 6"8' - 6"8' - 6"
S-401
2
S-401
1
ELEVATION
ELEVATION
WOOD STUD WALL
RE: ELEVATION
6" CONCRETE WALL
RE: ELEVATION
6" CONCRETE WALL
RE: ELEVATION
WOOD STUD WALL
RE: ELEVATION
W10x12 (10)
6
W10x12 (10)
6
2' - 2"
5' - 8"
2' - 2"
1' - 0"1' - 0"
TEMPORARY FLOOR OPENING,
SEE PLAN NOTE 11.
1
1 1 1
2
XXXX'-XNOTES:
1. TOP OF FLOOR SLAB ELEVATION = 100'-0 UNLESS NOTED THUS: ON PLAN.
2. FLOOR SLAB SHALL BE 4-1/2" NORMAL W EIGHT CONCRETE ON 2" DEEP, 19 GAGE GALVANIZED
COMPOSITE FLOOR DECK. (6-1/2" TOTAL THICKNESS, 3 SPAN DECK MINIMUM). REINFORCE SLAB WITH
6x6-W2.9xW2.9 WELDED WIRE FABRIC.
3. FRAMING NOMENCLATURE:
BEAM SIZE
NUMBER OF STUDS
17
BEAM CAMBER (IN.)
BEAM REACTION IN KIPS (UNFACTORED)
REACTION APPLIES AT EACH END OF BEAM
UNLESS NOTED OTHERWISE.
W18x35 [56] (2")
DESIGN LOADS:
DEAD LOADS: 1. FLOOR FINISH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 PSF
2. 4-1/2" NW CONCRETE ON 2" DEEP FLOOR DECK . . . . . . . . . . . . . . . . . . . . . . . 69 PSF
3. ADDITIONAL CONCRETE DUE TO DECK DEFLECTION . . . . . . . . . . . . . . . . . . . .5 PSF
4. MECHANICAL, CEILING, LIGHTS AND SPRINKLERS . . . . . . . . . . . . . . . . . . . . . 10 PSF
5. STEEL FRAMING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ACTUAL
TOTAL 89 PSF
+ACTUAL
LIVE: 1. DINING, ASSEMBLY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .100 PSF
(NOT REDUCIBLE)
4. SHEAR STUDS SHALL BE 3/4"DIA.x3-1/2" (IN PLACE LENGTH) HEADED ANCHOR STUDS WELDED TO BEAM
FLANGE. RE: DETAIL 9/S-301 FOR LAYOUT AND SPACING OF STUDS.
5. BEAMS SHALL BE FABRICATED SUCH THAT AFTER ERECTION ANY CAMBER DUE TO ROLLING OR SHOP
FABRICATION IS UPWARD.
6. SEE GENERAL NOTES FOR CONNECTION DESIGN REQUIREMENTS.
7. BEAMS ARE EQUALLY SPACED BETWEEN GRIDS OR COLUMNS UNLESS DIMENSIONED OTHERWISE.
8. INDICATES FLOOR PENETRATION. COORDINATE OPENING SIZE AND LOCATION WITH
ARCHITECTURAL AND MECHANICAL DRAWINGS AND MECHANICAL CONTRACTOR. RE: DETAILS AND
GENERAL NOTES FOR STRUCTURAL REQUIREMENTS. THE CONTRACTOR SHALL SUBMIT DRAWINGS OF
ALL MISCELLANEOUS FLOOR PENETRATIONS NOT SHOWN ON PLAN FOR ARCHITECT'S AND ENGINEER'S
APPROVAL.
9. SEE GENERAL NOTES FOR REQUIREMENTS FOR ELECTRICAL CONDUIT PLACED IN SLAB AND CORE
DRILLING PENETRATIONS THROUGH SLAB.
10. RE: DETAIL 2/S-301 FOR TYPICAL DECK SUPPORT AT COLUMNS.
11. PROVIDE A TEMPORARY FLOOR OPENING FOR PLACEMENT OF MECHANICAL AND ELECTRICAL
EQUIPMENT INTO BASEMENT OF BUILDING. AFTER INSTALLATION IS COMPLETE, PLACE NEW BEAM
FRAMING AND NEW 2" DEPP, 19 GA. GALVANIZED COMPOSITE FLOOR DECK WITH 6x6 W2.9xW2.9 WELDED
WIRE FABRIC REINFORCEMENT. FILL OPENING WITH NORMAL-WEIGHT CONCRETE WITH A COMPRESSIVE
STRENGTH OF 3,500 PSI AT 28 DAYS. PROVIDE LIGHT GAGE CLOSURE PLATES AS REQUIRED TO PREVENT
LEAKAGE OF CONCRETE.
1/4" = 1'-0"
LEVEL 1 FRAMING PLAN
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING HEREIN SHALL NOT BE
DUPLICATED, DISCLOSED OR OTHERWISE
USED WITHOUT THE WRITTEN CONSENT
OF MOA ARCHITECTURE
S-101
LEVEL 1 FRAMING
PLAN
Author
09.20.2019
19-050
PERMIT SET
Checker
23816
A
R
REVISION DATE
REVIEW COMMENTS R2 10/15/19
AREAWELL WALL CHANGES R3 10/24/19
1
10/24/201910/24/2019
Reviewed by
SAFEbuilt
11/18/2019
GRID
3'-6"1'-2"5'-2"
BASEMENT RETAINING WALL
FUTURE CONCRETE
SLAB ON METAL DECK
BASEMENT RETAINING
WALL FOOTING
~ RE: PLAN
100'-0"
T.O. FOOTING
RE: PLAN
CVR.
2" CLR.
6"8"
CVR.
2" CLR.
#7 @ 12" O.C.
#6 @ 12" O.C.#4 @ 12" O.C. TOP & BOT.
EMBED PLATE 3/4"x1'-0"x
1'-2" W/4 - 3/4"DIA.x8 3/16"
HD.A.S.
#4 @ 12" O.C.
HORIZ. INSIDE FACE
& OUTSIDE FACE
WATER DRAINAGE
MAT & PROTECTION
BOARD
PERIMETER FOUNDATION
DRAIN, RE: ARCH.#4x
@ 12" O.C.
#7x
@ 9" O.C.
#5 @ 12" O.C.
VERTICAL I.F.
#7 @ 9" O.C.
VERTICAL O.F.
FUTURE
SLAB-ON-GRADE
S-211
9 1' - 2"9'-7" (SEE PLANS)8"
LOUVER OPENING,
RE: MECH.
#4 @ 12" O.C.
VERTICAL
#4 @ 12" O.C.
HORIZONTAL
#4x
@ 12" O.C.
90'-1"
(AT EDGES)
90'-0"
86'-0"
PERIMETER DRAIN,
RE: DTL. 5/S-211
#4 TIES AT
6" O.C.
(3) #6 xCONT.
TOP & BOT.
PROVIDE STD HOOK
FOR DOW EL @ OPENING
SHORE OPENING
UNTIL CONCRETE WALL
ABOVE HAS REACHED
75% DESIGN STRENGTH,
SHORING BY OTHERS
6"8"
92'-6"
87'-0"
90'-0"
WALL FOOTING
REINFORCING,
~RE: 5/S-211
6" UNREINFORCED
BLOCK
GROUTED BOND BEAMS
@ TOP OF BLOCK WITH
(1) #4 HORIZ. EACH 8" CMU WITH #5 @ 16" O.C.
VERT. IN GROUTED CELLS
#4 @ 12" O.C.
#4x8'-0" @ 12" O.C.
END OF WALL FOOTING BEYOND
1' - 2"
6 1/2"7 1/2"
#4 TIES
@ 8" O.C.
HORIZONTAL WALL
REINFORCING
3 - #7 CONTINUOUS
TOP & BOT.
3/8" DEEP CHAMPFER
(BOTH SIDES OF WALL)
WALL REINFORCING,
RE: DETAIL 1/S-211
87'-0"
1' - 9 1/4"
SAW CUT & REMOVE
EXISTING SLAB AS
REQUIRED TO ACCESS
FACE OF W ALL FOR
SAW CUTTING
FOUNDATION WALL,
RE: DETAIL 1/S-211
PERIMETER DRAIN
NOT SHOW N, RE:
DETAIL 1/S-211
WALL FOOTING,
RE: DETAIL 1/S-211
INSTALL 3/8" CHAMPFER
BOTH SIDES OF WALL
AS SHOWN
FUTURE
SLAB-ON-GRADE
WOOD FRAMED WALL
RE: PLAN AND
ELEVATIONS
2x SILL PLATE AND
ATTACHMENT,
RE: 1/S-503
CONCRETE WALL
RE: PLAN AND
ELEVATION
WALL DOWEL
MATCH WALL
REINFORCING
SIZE AND SPACING
AT 'SIM'TYP
Date
Drawn By
Checked By:
Project Number
Sheet Name
Copyright:
ALL DRAWN AND WRITTEN INFORMATION
APPEARING HEREIN SHALL NOT BE
DUPLICATED, DISCLOSED OR OTHERWISE
USED WITHOUT THE WRITTEN CONSENT
OF MOA ARCHITECTURE
S-211
FOUNDATION
DETAILS
JAK
09.20.2019
19-050
PERMIT SET
JMK
S-211S-100 3/4" = 1'-0"
5 BASEMENT FOUNDATION W ALL SECTION
S-211S-100 1/2" = 1'-0"
3 SECTION THROUGH AREA W ELL
S-211S-100 3/4" = 1'-0"
4 SECTION AT FUTURE W ALL OPENINGS
S-211S-100 3/4" = 1'-0"
7 BASE OF W ALL DETAIL
S-211S-211 3/4" = 1'-0"
9 TOP OF FOUNDATION W ALL DETAIL
23816
A
R
1
REVISION DATE
REVIEW COMMENTS R2 10/15/19
AREAWELL WALL CHANGES R3 10/24/19
2
10/24/201910/24/2019
Reviewed by
SAFEbuilt
11/18/2019