Crystal Duplex_Structural Set_v1II
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FOOTING 5(�HEDULE
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NOTES:
DENOTES NEW CONCRETE FOUNDATION WALL.
2. DENOTES NEW CONCRETE FOOTING REFER TO CONCRETE FOOTING SCHEDULE FOR BALANCE OF INFORMATION
FXX
3. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED GLACIAL TILL OR STRUCTURAL FILL. SEE GENERAL NOTES FOR A55UMED
ALLOWABLE BEARING PRESSURES.
4. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN, AND FREE OF L0O5E MATERIAL OR WATER WHEN CONCRETE 15
PLACED.
5. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS.
b. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS.
-1. PROVIDE CRAWL SPACE VENTILATION A5 PER IBC SEC. 1205.5.1 "CRAWLSPACE AREA" Xk5o = TOTAL VENT AREA REQUIRED (5f)
QTY. OF 7X14 VENTS REQUIRED = 12
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U 11
SUBMITTAL/REVISION: DATE:
SUBMITTED
REVISED
DESIGN BY: AK
DRAFTED BY: MM
SHEET TITLE:
MAIN
FLR/FOUNDATION
FRAMING PLAN
PROJECT NUMBER:
23152
SHEET NUMBER:
I I I
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NEW 4" 5.O.65. W/ 6Xb
bXb YiOOrT WIAXWIA REINF. ON 6" bXb WOOD
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3 XXX .. DENOTES NEW OOUGLAS FIR NO.2 WOOD JO15T SPACED 16" O.G. PROVIDE BLOCKING AND BRIDGING AS
— REQUIRED.
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ALLOWABLE BEARING PRE55URE5.
SUBMITTAL/REVISION: DATE:
8. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, GLEAN, AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE 15
PLACED.
SUBMITTED
REVISED
9. CONTRACTOR TO FIELD VERIFY ALL DIMEN51ON5 AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWINGS.
DESIGN BY: AK
DRAFTED BY: MM
SHEET TITLE:
MAIN
FLR/FOUNDATION
FRAMING PLAN
PROJECT NUMBER:
23132
SHEET NUMBER:
507*00
UNIT A
T T
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1 XXPIRES: 4/24/.25
NOTES:
I. [ _ _ _ ] DENOTES WOOD STUD WALL BELOW.
2. — — DENOTES NEW DOUGLA5 FIR NO.2 WOOD J015T SPACED lb" O.G. PROVIDE BLOCKING AND BRIDGING A5
REQUIRED BY MANUFACTURER.
3. — — — DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, 5EE NOTATION FOR J015T TYPE
LL
4. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRG, IBC, AND ARCHITECTURAL PLANS
5. REFER TO ARCHITECTURAL DRAWING FOR ROOFING, WATER PROOFING 4 FIRE PROOFING DETAILS
�C
b. CONTRACTOR TO FIELD VERIFY ALL DIMEN51ON AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAW065. D
IV
1. SPACING OF THE WOOD STUD IN THE WOOD STUD WALLS TO MATCH SPACING OF THE FLOOR JOISTS DIRECTLY SUPPORTED BY D
STUDS. EACH J015T SHALL BE SUPPORTED BY AND CENTERED ON STUD. ANY WOOD BEAM CON515TINC7OF (2) WOOD JOISTS AND
MORE TO BE SUPPORTED BY WOOD STUD P05T GON515TING OF 515TERING WOOD STUDS TO MATCH THE WIDTH OF THE WOOD BEAM.
WOOD P05T SHALL BE CONTINUOUS DOWN TO A FLOOR LEVEL BELOW UNTIL IT SUPPORTED EITHER BY STEEL/ WOOD BEAM OR A
CONCRETE MEMBER 5U5MITTAL/REVI5I0N: DATE:
8. REFER TO 51 SHEET FOR TRJ55 NOTES SUBMITTED
REVISED
9. CONTRACTOR TO REFER TO TRJ55 MANUFACTURER DRAWIN66-5 FOR TRU55 LAYOUT AND TYPES. USE TH15 DRAININC75 FOR LOCATION
OF SPECIAL BEAM SIZES, GIRDER TRJ55 AND BUILT-UP P05T LOCATION ONLY. DESIGN BY: AK
DRAFTED BY: MM
SHEET TITLE:
UPPER FLOOR
FRAMING PLAN
PROJECT NUMBER:
23152
SHEET NUMBER:
55*00
ROOF SLAB EDGE
(SEE ARCH FOR
ELEVATIONS)
- - - - — -
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SLOPE DN. I I SLOPE DN. 1 (SEE ARCH FOR
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III11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- — — — — — — — — — — — TRUSSES BY OTHERS e I b" O.G. — — — 1 I TRUSSES BY OTHERS ® I b" O.G.
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RIDGE LINE �r
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(SEE ARCH FOR — 1— �---------- — 1 � — �------------------------I —
ELEVATIONS) ------------------I —
- i------------------ ---1 i ------ - - ---� IIi --- ---� -y�---�I--- 1 ROOF ERA1��S PLAN
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1 1 �P II G 1 1/4" = 1'-0°
1 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- �- P��----rll�--------q�--�------------------------I NOTES:
1 1111 I -
- - - - - - - - - - - - - - - - - - - - - - - - - - - -
3 _ _ _ _ _ _ _ _ I _ _ _ _ _ _ I. E — — — ] DENOTES WOOD STUD WALL BELOW.
—- — — — 3
1 — — — L i� — — — — — — — —I — _ XXX _ DENOTES NEW DOUCGLA5 FIR NO.2 WOOD JOIST SPACED lb" O.G. PROVIDE BLOCKING AND BRIDGING A5
— — — — — — — — — — — — — — — — — — — — — — — —
L— 4X6 ----- 4X8 �—-------- I I--------—t----4Xb---------- 4X8 _� 2.
——..—.._ —.-�— —--_--_--_—=--�ii=— _--_--_--=--�_..—---�_ ..—.._ —._� - - - - - -� REQUIRED BY MANUFACTURER.
1 111i I — 4X8 — — — I— 3. _ : _ :: = DENOTES MULTIPLE WOOD JOISTS 515TERED TOGETHER, SEE NOTATION FOR J015T TYPE
- - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - 4. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRG, IBC, AND ARCHITECTURAL PLANS
4X6 ROOF SLAB EDGE
(SEE ARCH FOR 5. REFER TO ARCHITECTURAL DRAWING FOR ROOFING, WATER PROOFING # FIRE PROOFING DETAILS
ELEVATIONS)
b. CONTRACTOR TO FIELD VERIFY ALL DIMEN51ON AND COORDINATE ALL ARCHITECTURAL, MEP AND STRUCTURAL DRAWIN675.
1. 5PAGING OF THE WOOD STUD IN THE WOOD STUD WALL5 TO MATCH 5PAGIN6 OF THE FLOOR JOISTS DIRECTLY SUPPORTED BY
STUDS. EACH J015T SHALL BE SUPPORTED BY AND CENTERED ON STUD. ANY WOOD BEAM CONSISTING OF (2) WOOD JOISTS AND
MORE TO BE SUPPORTED BY WOOD STUD P05T CON515TIN6 OF 515TERING WOOD STUDS TO MATCH THE WIDTH OF THE WOOD BEAM.
WOOD POST SHALL BE CONTINUOUS DOWN TO A FLOOR LEVEL BELOW UNTIL IT SUPPORTED EITHER BY STEEL/ WOOD BEAM OR A
CONCRETE MEMBER
b. REFER TO 51 SHEET FOR TRU55 NOTES
q. CONTRACTOR TO REFER TO TRU55 MANUFACTURER DRAW0G5 FOR TRU55 LAYOUT AND TYPES. USE TH15 DRAW0G5 FOR LOCATION
OF SPECIAL BEAM SIZES, GIRDER TRU55 AND BUILT-UP POST LOCATION ONLY.
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I EXPIRES: 4/24/Z5
SUBMITTAL/REVISION: DATE:
SUBMITTED
REVISED
DESIGN BY: AK
DRAFTED BY: MM
SHEET TITLE:
ROOF FRAMING
PLAN
PROJECT NUMBER:
23132
SHEET NUMBER:
Blq000