HomeMy WebLinkAboutFloor & Framing PlanFRAMING NOTES:
1. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR S.P.F. (SPRUCE -PINE -FIR) GRADE NO. 1 AND 2
OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE J AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL
BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM
ALLOWABLE MODULUS OF ELASTICITY (E) SHA-L BE 1,400,000 P.S.I.
2. ALL LVL'S TO BE BOISE CASCADE OR I - LEVEL WEYERHAUSER VERSA -LAM 3100FB OR APPROVED EQUAL
THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSALAM'
1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
3. USE 3/4" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR
STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 1/2" EXTERIOR STRUCTURAL GRADE
FIR (C.D.X.)'AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. i
4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH
PARTITION.
5. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN
JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ; ALL POSTS.
6. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND
SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED ON THE PLAN.
7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH,INC.
PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
8. BUILT-UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED
TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY MAXIMUM) TO BE THRU-BOLTED WITH 1/I
INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16
O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER.
6X6 POS-
9. ALL MANUFACTURERED FLOOR I -JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT
SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION.
TYPICAL NOTES:
1. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH:
2. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT
OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
3. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES
DESIGN INTENT.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION
MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY.
10 MIL POLY
TYPICAL WALL NOTES ~. VAPOR RETARDER
5/8" DIAM. 12" GALV. ANCHOR 1 6" CRUSHED STONE
BOLT ® 4'-0" O.C. om '
DBL 2X6 P.T. SILL 5" CONC. SLAB
W/ SILL SEALER z I 3,000 PSI CONC
k 10 Q d.
FINISH GRADE: FILL & TAMP T
1 s
FOR 1"/FT SLOPE, 5' AROUND
FOUNDATION.
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#5 VERT. DOWELS ®18"rl [I=I i a ,
3:1 TYP' b
—il —1
OTTOM BARS
2 ® #5 CONTINUOUS I€ 1�1 I,y I( I; I t I' ` Ti flA, 1
TOP &B1111-
2X4 KEYWAY
D
3®#5 CONT.
�I li' Li 11�1-=(iG
BOT: OF FOOTING
4' BELOW GRADE
MINIMUM.I _(IIII II.I
w`
-� GARAGE :SILL DE iTAIL_
SCALE 1-1/2"
NOTE: i00TIN0 SHALL BEAR ON COMPACTED GRANUUR FlLL OR
NATURAL UNDISTURBED GRANULAR S ILS FREE OF CLAY, PEAT,
LOAM, VEGETATIVE OR ORGANIC MATERIAL NOTIFY ARCNIT1
IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED.
20 #5 REBAR 1
6" APRON, THICKEN TO 8
® DOOR OPENING < GARAGE DOOR
2'-0" 1 I 1 1 /2" X1 1 /2"X1 /4"
N.T.S. I1 GALV. ANGLE W/ #4,
1 ANCHORS ® 3'-0
F.O.F. i I O.C. MAX.
3"
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ROOF FRAMING PLAN
ALL RAFTERS SHALL BE 2X10 ® 16" O.C.
L
#6 DOWELS ® 12" O.C. -
3: 1, TYP
`d-
5X6 POST I
is
#4 HORIZ. BARS ® 12" O.C. VERTICAL, TYP
10" 3,000 PSI WALL
V1
N
#6 VERT. BARS ® 12" O.C. HORIZ., TYP
2" FROM OUTSIDE EDGE
C!
BACKFILL BACK, SIDE OF REAR
�� �• a °���ssi
,I
WALL
W/„ 24' OF 1.5' ROUND STONE IN
24 MAX
LIFTS
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10 MIL POLY
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VAPOR RETARDER
CRUSHED STONE
�6"
5" CONC. SLAB
�3,000 PSI CONC
P
a s. w ® r..s
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A
2 CAR GARAGE
UNCONDITIONED
_i WORKBENCH
t fl
5" 00 PSI SLAB o
WORKSHOP
PITCH® AB 1/8' PER N
- -' TI �W RDS DOORS
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THERMATRU INSULATED I
I FIBERGLASS DOOR
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I 18080 GARAGE DOOR
A RON
17'-2"
5'-6"
FLOOR PLAN
SEE SHEET A.3 FOR PORTAL WALL FRAMING DETAILS
i
0"
BAC FILJ BACK ,SIDE OF REAR WALL
3 W%24 OF 1.5 ROUND STONE IN
-- -- --- -- - - 1
24MAX LIFTS
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RETURN REINFORCED WALL o
AROUND CORNER PER SITE CONDITIONS 1
1
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GARAGE SLAB
5" 3000 PSI SLAB I
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PITCH 1/8" PER FOOT
TOWARDS DOORS
BACKFILL W/ CLEAN
i
COMPACTED FILL
DROP TOP OF WALL
12" AT DOOR OPENINGS I
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2
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A
A.2
4'-0" k 18'-6"
FOUNDATION PLAN FOUNDATION NOTES:
CONTRACTOR SHALL STEP FOOTINGS PER EXISTING GRTADES TO
MAINTAIN 48' MINIMUM COVERAGE
DROP TOP OF WALL PER SITE CONDITIONS1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ 2®#5 TOP
& BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING,
PROVIDE 3®#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY.
PROVIDE 5/8"X12" ANCHOR BOLTS ® 4'-0" O.C. MAX.
2. GARAGE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
3, CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN C
4'-0" MINIMUM COVER. L
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PROJECT # 150412
0c
2021 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF. THE IDEAS, ARRANGEMENTS; DESIGNS, AND
PLANS INDICATED. THEREON OR REPRESENTED
THEREBY, ARE OWNED. BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS; INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM. ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITHAN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR:.
DATE:
PROJECT TRUE
SCALE:. 1/4"=1'—O"
0.. 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A.1
TOTAL NUMBER OF SHEETS
IN SET:
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS