HomeMy WebLinkAbout43 Autumn Dr plan 11. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR S.P.F. (SPRUCE - PINE- FIR) GRADE NO. 1 AND FRAMING N'OTES:
OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF TliE
AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL
BE 1050 P.S.I. THE -. `--_, ALLOWABLE COMPRESSION_STRESS.`^-' SHALL BE 400 THE MINIMUM'-_
ALLOWABLE MODULUS OFELASTICITY /E1SH&l BE 1.400.000 P.S.I.
2. ALL LVL'S TO BE BOISE CASCADE OR| SA LAW 3100FB OR APPROVED EQUAL.
THE MINIMUM ALLOWABLE BENDING STRESS HALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSAL4W
1^7 2650FB 1,8F PARALLAkJPSL OR APPROVED EQUAL.NISTALLLNLS IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
J^GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATH|NG, 5/8" EXTERIOR,
STRUCTURAL GRADE FIR D.X.) PLYWOOD ROOF SHEATHING, AND 1/2^ EXTERIOR STRUCTURAL GRADE
FIR ((.[].X) AT WALLS. ALLJOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.
^, PROVIDE
' - SDUO BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH
PARTITION.
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5. FULLYLED METAL CONNECTORS `TECO, S|MpSON' 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 SOLD4X4 LVL M|N|k4UN| POST SUPPORTS FOR DOUBLES AND
SOUD4X6 ORSXO LVL W|N|kjUk8 POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE 8PE{3F|E3
ON THE PLAN.
7. ALL
' PLYWOOD FLOOR SHEATHING GLUED TOSUPPORTING WOOD FRAMING MEMBERS USING
/\MERICAN PLYWOOD ASSOCIATION GLUED FLOOR SYSTEM. WOOD CLUE fO BE CONTECH' INC.
pL408 8UBFLOOR CONSTRUCTION AQHES\VE, OR APPROVED EQUAL.
`8. BEAMS (3 PLY MAX|k4UK8) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED
TOGETHER WITH 2NAILS AT " O.C.PLY TO BE THRU-BOLTED VNT}| 1/2
BEAMS -« ' 6X8 POST
INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 18 "
O.C. OR AS OTHERWISE REQUIRED B' THE -MANUFACTURER.
.
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�� ALL&4 TO BE DESIGNED BY THE ANUFACTURER. SUBMIT
� SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION,
_�^Y°��I�^��� NOTES:
! | / !^�'/-v�_ ~° '
' '
1^ STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORMON
WHEN rnAM/mu^ /S uoMrLc/c AND rn/On TO oxuLoounc or |m/cmun
WALL PLASTER BOARD/FINISH.
2^ CONTRACTOR SHALL SITE INSPECTALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT
OF ANY DESCREPANCIES AND/OR CHANGES THAT |MAY BEENCOUNTERED. n
3, ARCHITECT'S DRAWINGS DESIGN INTENT. FF IS THE RESPONSIBILITY ^
OF THE OTQB 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
WEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURE8, AND FOR CONSTRUCTION SAFETY
'
BIL
3001
1,/4"X'l
718"
4VL
TEAIDER
dVER
IDOO�
SEE PORTAL OPENING
DETAIL SHEET
A,3
'
10 MIL POLY �
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TYPICAL VAPOR � RETARDER ����_������ �� �[������0 � ����~�!
~ " ALL °rSBE 2 B~O^C^
' O CRUSHED STONE]
".+,`* .HALL �X1^ ��1-
D[AM. 12" GALV.ANCHOR—
BOLT`'
�� J2" O.C.�
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|
RTlCAL, TYP�
�6 DOWELS
2X4 KEYWAY
m on
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STORAGE AREA
TABLE`
CHOP
SAW
SAW
WORKSHOP
WOOD
PLANE
BAND
' SAW -
2XJ
MILL
:4X 4: > CABINET
10080 GARAGE DOOR 2X4
REVEWEDP'`�.';2�K�l�..
ANCE F'F �. - � .� TH/:
�PPL��": I'.WM|HE.,�SFoo�iB/8U|O`
r r r���
--� 7"-,
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' ��~��T��� �M��������X���
� r/w�m/.^^ »n� `»�`~` ^� `^�`~~`"=~=
���M ���! \@��
BEFORE � .^.~,�°"�^ E~^'O'^
THERMATRU |N
L__
FIBERGLASS'
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F�-���� I-J�-'W�=�N
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SEE SHEET A.3 FOR PORTAL WALL FRAMING DE --
.,"LS
BAC�FILL BACK SIDE OF REAR WALL
24" MAX LIFTS
oz
Ld
RETURN REINFORCED WALL 0
—AROUND CORNER PER SITE CONDITIONS
OLD ft�w
1" DEEP CONTRACTION JOINT
CUT W/ 'EARLY ENTRY' SAW
10 MIL VAPOR RETARDER
PITCH 1/8" PER FOOT
TOWARDS DOORS
COMPACTED FILL
DROP TOPI OF WALL
12" AT DOOR OPENINGS
PROP TOP: OF WALL
6 LOWER THAN SLAB i
0 MAN DOOR., POUR SLAB i
OVER EDGE. SET DOOR ON SLAB
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- - - -
���u���N � ��� 0�w� �� N �� ���
�- C. ��� N�� � ����� �� �N�_�0�� ��rN �m����� FOUNDATION ��7-|��hJ �jy-�7-[-��~
_~_ .~~ ~~_ ~ ~ ~_- ~ � ~ ~~�~ ~ . ����,���/ � / /��/ � NOTES:
�~~�~
- CONTRACTOR ,8HA EXISTING EX|�N� GRTADES TO .
MAINTAIN 48'' W|N|k4UW COVERAGE "
_ 1. MAIN FOUNDATION WABE 10POURED CONC. TOP
DROP TOP OF WALL PER S|TE�`COND|TONS 8/ BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP
' FOOTING.
PROVIDE 3@#5 HOR|Z. BARS CONTINUOUS IN STRIP FOOTING YV/KEYWAY.
PROVIDE 5/8"X12" ANCHOR BOLTS @ 32" O.C. WAk
2. GARAGE SLAB TO BE " POURED CONC. ON PACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
J. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0. MINIMUM COVER.
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 PROPERTY1
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT NTH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET" OR "CONSTRUCTION SET'.
REGISTRATION
REVISIONS
DATE: REVISIONS:
REDUCE SIZE
ISSUED FOR: