HomeMy WebLinkAboutPlans (5) Palms .umber 14" OPEN WEB LAYOUT NOTES: S �`
'ALL BEAM SIZES PER ARCHITECT/ENGINEER O
& TRUSS c O AE P A N V •SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN g .15 f
@ 19.2" 0.C. 'REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING
10515 SW ALLEN BLVD. REQUIREMENTS =u
B5 SW OR MOVE JOISTS +/4" TO AVOID PLUMBING IT
(506)858-9663 RECEIVE®
1/4"=1E-0"Scale on 24"x36"Sheet
Egi CONFORM TO DESIGN CONCEPT
PL20-41 5y�� CONCEPT "
CUSTOMER: TAYLOR S-��L7 t �fY ..� p❑ .—y
MORRISON/POLYGONINIII
i.7 E3 NON
•
LEVEL: UPPER PLAN# 222300 A/E CITY
('/�p /I
PAGE# 2 OF 2 PLAN NAME: CI 1 1 OF TIGf1RD R CONFORMING �o.k Amin e O ��H'
o V Ce
DESIGNER: KAMI HENDERSON LOTS BUILDING DIVISION "MILBRANDT ARCHITECTS Ix
M. a ii
DESIGN DATE:12/7/20 SQ FT: 2947
® CONFORMS TO DESIGN CONCEPT
PAC.LBR.REV.7/27/21 KLH ARCH PLAN DATE: 5/4/21 ❑ CONFORMS TO DESIGN wnc v wm m c'c' a m v
REVISIONS AS SHOWN d m m a
PAC.LBR.REV. ENG.PLAN DATE: 5/4/21 ❑ NON-CONFORMIMG-REVISE AND RESUBMIT 0I,HS c mm
START FRAMING HERE E 'P
PAC.LBR.REV. REV. < S In THE LL -$m m c
DEV".M,M MO tOF rumu 's`AllOF,. 4 PRIORITY c E o.a m
aEe.Es�r onoE.s. o c c�. o.w°c
Of katuanigma „,n.v mi, LI 3 ii i ii ii Eli
RI CT ENGINEERING INCPo n ° o p
___v o_P—o� • a—o_J9—q o—a-L=v�v —�� m-0._ o P I 2 L m?2-8 U 5 4 5
1 a o N§L a E c¢o
UPPER LEVEL Products to m n n'``o t,0 a o
�mc�
PIotID Length Product Plies Net Qty M`n o=a„a;0;o,
B1 8-00-00 3 1/2"x 9"Glulam 1.8E 24F-V4 DF/DF 1 1 "O r3 E m v m u
B2 12-00-00 3 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 "'' "'" - o Jam A`=.
o c c o c 0.. o r .c o -o o a c. a O m a c�m m c'-m e
9 a.)o3-mawta_
B3 22-00-00 5 1/2"x 18"Glulam(1.8E 24F-V4 DF/DF) 1 1 v a o..>_
C1a�mEm�ooc
B4 10-00-00 3 1/2"x 14"Rosboro BigBeamDF 1 1 w y a`m`o- m_=c
B5 6-00-00 3 1/2"x 14"Rosboro BigBeamDF 1 1 ,. LL LL 4 m m 6 w''n,o+m n
B6 22-00-00 5 1/2"x11 7/8"Rosboro X-Beam 1 1 LL - LL a s o.�a d`a o
B7 20-00-00 1.6 RigidLam DF LVL 1-3/4 x 14 1 1 m 3=E m 9 t` o
B8 14-00-00 1.6 RigidLam DF LVL 1-3/4 x 14 1 1 1-3 k Q e a c e
B9 8-00-00 1.6 RigidLam DF LVL 1-3/4 x 14 1 1
B10 6-00-00 1.6 RigidLam DF LVL 1-3/4 x 14 1 1 =
B11 4-00-00 BB02 1 1 a Bz 9 v 2 2 o 2 9 9 •L O •`j
R1 16-00-00 1X14 LP-OSB 1 12 -'°�_a~_BKID—�-s'-� g05-- -- -m RI ��- J �'O 1E
BK1 3-00-00 1.6 RigidLam DF LVL 1-3/4 x 14 1 34 \_ O c N o rn
m
O_ c c
2 t c O N C
Connector Summary
RI BK q
PIotID Qty Manuf Product Skew Supported Mtl .I A ER ? ", ¢ 3 fy o v
H1 1 Simpson HU14 - 1.6 RigidLam DF LVL 1-3/4 x 14 �— c it
H2 1 Simpson HUCQ412-SDS - 3 1/2"x 14"Rosboro BigBeamDF F09"' 7IE
Q U @ @
H3 11 Simpson ITS3.56/14 - 14"OPEN WEB JOIST -- uo-oo 0 c. N o o
Zf-'O
VM ID••-' c
a 8 8 9 A A / V = oo
B4 C� a rn C CL
c O 2
11111'
I I r
I 11
1
0 t "A) 1.° 417 GI CI RI1111111 ill
I - B6 21
rc BK1 '
® ® ® m o % % N ii % E u
R1 R1
a—
11!1!
FLOOR
DESIGN CRITERIA
LEGEND LIVE LOAD U460
H= HANGER CALLOUT TOTAL LOAD L/3so
SINGLE FLOOR LOADING
R = RIMBOARD TOP CORD BEARING ,
BK = LVL/JOIST BLOCKING LIVE LOAD 40
F = O.W. JOIST CALLOUT DEAD LOAD 15
JOIST WITH RIBBON B = BEAM CALLOUTJOIST WITH RIM ROOF LOADING
BBO = BEAM BY OTHER �.—.�— LIVE LOAD 25
DEAD LOAD 17