HomeMy WebLinkAbout43 Autumn Dr plans 1[�[�^�k�|�l - &|/-�~T~[�C��
[����Pm����� NOTES:
1. NO. 2 OR S.P.F.(SPRUCE - PINE- F|R} GRADE N(,. ? �ND 2
OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF 71E
AMERCAN FOREST AND PAPER ASSOC|ATlON, THE MINIMUM ALLOWABLE BENDING STRESS /Fb\ SHkL
BE -- 1050 P.S.I. THE kd|N[WUM ALLOWABLE COMPRESSION STRESS /Fc\ SHALL BE 400 P.S.I. THE M|hWUk�
ALLOWABLE MODULUS OF ELASTICITY /F\ 8HA-L BE 1.400.000 P.S.I.
2. ALLiVLS TO RE BOISE CASCADE OR |-LEVEL WEYERHAU3ER VERSA -LAM 31OOFB DR APPROVE[EQII�AL.
THE MINIMUM| ALLOWABLE 0 G STRESS /Fb\ SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VEF8AL4Y
1^7 2850 FR, 1.8E PARALLAN PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE NTH THE
MANUFACTURER'S INSTRUCTIONS.
5, U D GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8° EXTEMOR
STRUCTURAL GRADE FIR D.X.) PLYWOOD ROOF SHEATHING, AND 1/2" EXTERIOR STRUCTURAL GZADE
FIR(C`D.}.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED 3UPP4RTS.
'. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH
PARTITION.
5. USE FULLY NAILED METAL CONNECTORS /TECO' S|MPSON' OR EQUAL), JOIST, OR BEAM HANGERS WEN
JOISTS QRBEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BA3ESFDR
ALL POSTS.
G. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND
SOL|D4X8 OR 6X6 LVL M|N|WUK4 POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPEGF|E'D
ON THE PLAN.
7. ALLPLYWOOD
' FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS US|NC
AMERICAN PLYWOOD ASSOCIATION /A.P.&\ GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH. INC.
pL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL
`@L BEAMS'(3 PLY MAXIMUM) USING CONVENTIONAL A ER SHALL BE FULLY SPIKE'
TOGETHER WITH 2-10D NAILS AT 1 � BEAMS (4 ' YWAX|MU TO BE THRU-BOLTED VM`' ' 1/2
INCH DIAMETER THRU-BOLTS OR EQUIVALENT = POWER'` SCREWS
STAGGERED
TOP AND BOTTOM AT 16
�XO p8BT
O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER.
/
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,9. ALL]MFLOOR TO BE DESIGNED BY THE AnUFACTURER. SUBMIT
- SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION.
'
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TYPICAL �]�� .
| | | |4�/_��_ NOTES.-
1. 1° FRAMING INSPECTION
' WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
2. CONTRACTOR SHALL SITE INSPECT ALL EXISTING
-- S. PROPOSED
CONDITIONS PRIOR TO AND DURING AND NOTIFY ARCHITECT
(}F.ANY DESCREPA-C|ES AND/OR CHANGES - THAT
'MAY BE ENCOUNTERED. ~
Z\ 3 DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY ^
OF THE CONTRACTOR TO COMPLETE THE WORK IN MANNER THAT ACHIEVES
DESIGN INTENT.
4+` THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE
YNTM THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION
WEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY
'
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SEE PORTAL
OPENING DETAIL
SHEET
A.3
|u MIL ruLy TYPICAL WALL NOTES
������*�~�,N�� ��~��� �� ���� N 0�]� �_�` ��� ���
VAP�R RETARDER ���n������`�~ ���������N 0 N�� m��! N_- ���
" ' ALL /�p� SHALL BE �X12 ��15~ O.C.
6 CRUSHED STONE |
mr"_ _
D|AW. 12` �ALV.�/\N�HOR
BOLT@ 32" O.C.
2@ #5 REBAR
~
�|
'@ DOOR OPENING GARAGE DOOR
2#-o if 1 X] " "
| �ALV' AN
` N.T.S.� | ANCHORS @ 3'-0"
O.C. MAX.
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� U
DOWELS
1, TYP
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-
TOWN 0F WIL7I'!71 7"
REVE���FDR�UANO-�--
_-.|�-_--_
' "rA\ DATE: f
BLAST
ABINET
2 STORAGE AREA
LATHE BAND
SAW
2X3 TABLE CHOP
SAW
SAW
DRILL
|
�---------� �---------^
CABINE
2X4
[�* �� L_J /,-� [��
------` 'WORKSHOP
�� �~�� ^~ r^^ ���l ��|
GARAGE
[�� �� �-�[�'
����|�����[-
NWCONDIlOONEM ,--~--------_______-`
| |
^ '
WOOD
PLANE
BAND
SAW
�
-2X3
|�
'_'/ '
MILL
4X4 CABINET
APRON
10'_10" FIBERGLASS
^ '- ~
�~� '
N�' �_.�~~�� J���� �=�LAN
SEE SHEET A.JFOR PORTAL WALL FRAMING DETAILS
BAC�FILL BACK SIDE OF REAR WALL
A.1 24" MAX LIFTS
------------------------------
RETURN REINFORCED WALL
ocr AROUND CORNER PER SITE CONDITIONS
1"DEEP CONTRACTION JOINT
CUT W1 'EARLY ENTRY' SAW
GARAGE SLAB ------
10 MIL VAPOR RETARDER
PITCH 1/8"; PER FOOT
TOWARDS DOORS
BACKFILL
W1 CLEAN
COMPACTED FILL
DROP TOR OF WALL
12" AT DOOR OPENINGS
OF WALL
PROP TOP'
6 LOWER THAN SLAB
0 MAN DOOR.; POUR SLAB
OVER EDGE. SET DOOR ON SLAB
YA.1
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8 y~ ���M����'�����(
� r`w�rx���x ..~ �xw^L* *�,=.=^�umEm
BEFORE FINAL INSPECTION
11
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HEALTH DEPT.,
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MAY 'i� 20272
HEALTH DEPT
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����0 ������� "� �� �Q
�� �--��_� ��� �"�,a��� � ��_.����� N�� � �J��`0`�� FOUNDATION &7-|��KJ �]��7-[-��.
~ _�, _�~ , ~ _~� _ , ~~�.~ ~~ _ / ����/~��/� //��/n NOTES:
CONTRACTOR SHALL STEP FOOTINGS PER EXISTING GBTADEST0
MAINTAIN ��'' W|N|kdUW COVERAGE "
' 1. MAIN FOUNDATION WA BE 10POURED CONC. � TOP
DROP TOP OF WALL PER SITE CON0TOWB 8� BOTTOM BARS. REST'FOUNDATION -N 10"X20" STRIP
' ^
FOOTING.
PROVIDE 3@#5 HOR|Z. BARS CONTINUOUS IN STRIP FOOTING VV/KEYW4Y.
PROVIDE 5/8''X12" ANCHOR BOLTS @ 32" O.C. MAX.
2. GARAGE SLAB TO BE 4^ POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
J. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4'-0f' MINIMUM COVER'
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architects interior designers builders
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299WHITE'S PATH
� 3OUTHYARMOUTH
MA5SACHUS� --
02664
_
fel (508) 362- 8883
-- .
(508) 760L2800
fax ' 760-5800
"Y"A R' M u TH
2021 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND RlikhAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHAL
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
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET" OR "CONSTRUCTION SET".
REGISTRATION
REVISIONS
DATE: REVISIONS:
04.24.221 REDUCE SIZE
ISSUED FOR: