HomeMy WebLinkAbout40 Mayflower Ter plan 5TimberStrand LSL RIM BOARD
For information on lateral
load capacities refer to
current TimberStrand LSL
rim board literature
1) LVL may also
be used as rim board
TYPICAL DETAIL 0 EXTERIOR WALLS
Backer block: Install tight to top flange (tight
to bottom flange with face mount hangers). Attach
with 10-10d (3') box nails, clinched when possible.
Filler block: Nail with 10-10d (3")
box nails, clinched when possible.
Use 10-1 6d (3 1 /2") box nails from
each side with TJI Pro 550 joists.
* With top flange hangers, backer
block required only when hanger
load exceeds 250 pounds
TYPICAL DETAIL ® INTERSECTION OF
DOUBLE MEMBERS
Microllam LVL, Parallam PSL
flange
nger
ce mount
nger
Web stiffeners are required
if the sides of the hanger do
not laterally support the TJI
joist top flange and per current
Trus Joist MacMillan literature
TYPICAL DETAIL OF FLUSH FRAME
AT MICROLLAM
Load bearing or shear wall above
(must stack over wall below)
king panel
Web stiffeners required
each side at B1 W
TYPICAL DETAIL ® LOAD
BEARING WALLS
TYPICAL LVL/GLULAM BOLTING/NAILING
MULTI 1 3/4" BEAMS
2"
2 PIECES D-4"
2-
3 PIECES JE -4"
LLI -
2 ROWS OF 16D NAILS 0 12" O.C.
2 ROWS OF 1/2" DIAM BOLTS 0 12" O.C.
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ALL RAFTERS SHALL BE 2X10 ® 16" O.C. UNLESS NOTED OTHERWISE.
NOTE:
FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL
LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE.
ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOGS. NOT BROUGHT TO
THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
DEMOLITION NOTES:
1. CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING
CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING
ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSES.
2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE W/ STATE & LOCAL REGULATIONS.
CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION PERMITS.
3. COORDINATE ALL DEMOLITION OPERATIONS W/ OWNER FOR SHUTDOWN PERIODS & SEQUENCES OF WORK.
ARRANGE W/ OWNER &/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION
OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, AND PROTECTIVE ENCLOSURES TO
PROPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS
TO REMAIN. THE CONTRACTOR 'SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT
CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION, WHEN AND WHERE APPLICABLE, OF THE BUILDING
& SITE FOR THEIR INTENDED PURPOSE.
4. REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS.
5. IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN THE DEMOLITION WORK.
PLUMBING, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR OTHER AREA SCHEDULED FOR
DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT.
6. THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED W/ THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL PATCH/REPAIR/REFINISH, AS REQUIRED, ALL SURFACES EXPOSED BY DEMOLITION WORK
WITH MATERIALS & METHODS TO MATCH FINISH AND MAKE FLUSH W/ EXISTING ADJACENT SURFACES. WORK
SHALL INCLUDE ALL LABOR & MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE
TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS.
8. CAP & REMOVE ALL ABANDONED ELECTRICAL, PLUMBING, MECHANICAL, AND FIRE PROTECTION ITEMS
BACK TO SOURCE.
9• WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF
NEW FINISH, REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY EXISTING
LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL.
TYPICAL NOTES:
1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF
THE CONDITION OF ANY EXISTING 'STRUCTURE, EQUIPMENT OR
APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF
ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS
MADE ONLY BY VISUAL OBSERVATION. IF THE ARCHITECT'S DOCUMENTS
REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE
AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES
WILL BE ADDITIONAL SERVICES.
2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
4. 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.
5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE.
6. DRAWINGS CONVEY DESIGN INTENT.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY, W/ ARCHITECT'S APPROVAL, TO ENSURE COMPLIANCE WITH
DESIGN INTENT.
7. DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED.
8, 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.
O
SECOND FLOOR PLAN
TYPICAL NOTES:
ALL EXISTING DIMENSIONS ARE APPROXIMATE
WHILE NO "AS —BUILT' DOCUMENTATION CAN BE COMPLETELY ACCURATE, THESE
DRAWINGS HAVE BEEN PREPARED IN ACCORDANCE WITH ALL ACCEPTABLE
PROFESSIONAL STANDARDS OF CARE.
NO STRUCTURE OR STRUCTURAL SUPPORTS WERE OBSERVED
OR RECORDED IN THESE DRAWINGS
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architects interior designers builders
299 WHITE'S PATH
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MASSACHUSETTS, 02664
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WWW.ERTARCHITECTS.COM
THE
L E
RESIDENCE
i
MAYFLOWER
TERRACE
SOUTH
YAR MOAUTH
I PROJECT # 410920
2020 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
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET' OR "CONSTRUCTION SET'.
I 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:
8
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS