Details; ink on vellum

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Material Information

Title:
Details; ink on vellum
Series Title:
O'Connor House (William N. Morgan, FAIA)
Physical Description:
Mixed Material
Language:
English
Creator:
Morgan, William
Donor:
Morgan, William ( donor )
Publication Date:

Subjects

Spatial Coverage:
North America -- United States of America -- Florida -- Duval -- Jacksonville

Record Information

Source Institution:
University of Florida
Rights Management:
All applicable rights reserved by the source institution and holding location.
System ID:
AA00020133:00007

Full Text


















TYPICAL TRUSS/RAFTER


BLOCKING


NOTES:
1. BLOCKING SHALL BE PROVIDED AT EVERY OTHER
ROOF TRUSS BAY. ATTACH BLOCKING TO
TOP PLATE WITH SIMPSON A35 OR RBC CUP.
2. PROVIDE A SIMPSON TYPE A34 AT EACH
ROOF FRAMING MEMBER.
3. TRUSS/RAFTER CONNECTION NOT SHOWN FOR CLARITY.


TYPICAL TRUSS TO


SIMPSON STRONG-TIE
CONNECTORS


DOUBLE TOP


PLATE CONNECTION DETAIL
NOT TO SCALE


A
K~~2


TRUSS/RAFTER UPLIFT CONNECTION
TO DOUBLE TOP PLATE ________
FASTENERS (TOTAL) UPLIFT
MODEL QTY TO TO CAPACITY
NO. REQ'D RAFTERS PLATES (1353)
H2.5 1 5-8d 5-8d 415
H5 1 4-8d 4-8d 455
Hi 1 6-8dX1 4-8d 490
LTS12 1 6-1 Od 6-1 Od 775
H2.5 2 10-8d 10-8d 830
H10 1 8-8dXl1 8-8dX1 905
H5 2 8-8d 8-8d 910
Hi 2 12-8dX1 8-8d 980
MTS12 1 7-1 Od 7-1 Od 1000
LTS12 2 12-1Od 12-1Od 1550
H10 2 16-8dX1j 16-8dXl1 1810
MTS12 2 14-1Od 14-1Od 2000
NOTES:
1. UPLIFT CAPACITIES ARE IN POUNDS.
2. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED AND
FURNISHED BY THE TRUSS MANUFACTURER.
3. SEE TYPICAL UPLIFT CONNECTION DETAILS FOR ALL TRUSS TO
LOAD BEARING WALL CONNECTIONS. COORDINATE UPLIFT
REACTIONS PROVIDED BY TRUSS MANUFACTURER IN ORDER TO CHOOSE
THE APPROPRIATE CONNECTOR. SEE SCHEDULES FOR CONNECTOR CAPACITIES.
4. UPLIFT CONNECTOR DESIGN AND DETAILS BASED ON SIMPSON STRONG-TIE
PRODUCTS. SUBSTITUTIONS MAY BE ACCEPTED ONLY AFTER APPROVAL BY
THE ENGINEER.
5. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.


SIMPSON LTP4
EACH END


RIM BOARD


CONT BOND BEAM
WITH 1 #5 CONT <


NOTES:
1. ATTACH RIM BOARD TOP PLATE WITH A35
OR RBC CLIP AT EACH FLOOR JOIST.
2. PROVIDE A SIMPSON TYPE A35 AT EACH
FLOOR JOIST MEMBER.


H10


Simpsor
HWCDI15


Strong


Tie


TYPICAL TJI TO DOUBLE TOP


PLATE CONNECTION


NOTES:
1. BP DENOTES BEARING PLATES. AT CONTRACTOR'S
OPTION PROVIDE 2i"X2"X*" PLATE WASHERS.
2. ANCHOR BOLTS 1/2-DIA WITH PLATE WASHER AND
DOUBLE NUTS AT 2'-0" OC, MIN 6" EMBED.


DETAIL


STUD IE.
0 EACH STUD
SIMPSON STRAP
TIE SEE UNTEL
SCHEDULE
SEE
SCHEDULE


Vx
x SEE x
SCHEDULE


V SEE
SCHEDULE


LINTEL SCHEDULE
L 2X6 STUD WALL 2X4STUD WALL SIMPSON STRAP TIE
LINTEL WALL STUDS LINTEL WALL STUDS AT EACH END
0'-O" TO 3'-11i"*3-2X8 2-2X6 2-2X8 2-2X4 -
4'-0" TO 5-11" 3-2X10 2-2X6 2-2X10 2-2X4 1-MSTA18
6'-0" TO 7'-11" 3-2X10 3-2X6 2-2X10 3-2X4 1-MSTA18
8'-0* TO 10'-0" 3-2X12 3-2X6 2-2X12 3-2X4 1-MSTA18


rB


5 8 I


WOOD LINTEL DETAIL
SCALE: J" = 1'-0"


C


H10


I


NOT TO SCALE


i I