Plans (35)1111. 1 1B' 6-
�F07
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14
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pointSIX
DURASTRANDFLOORING
IF -1 Lab rea,inp w.w ntoo (F09 u>,xi ugy.w.+e mow ea ker tpxk ltr wue inn.) � Double BCl°pJoist
InrxdorereanNwl%` ,� t'mr'*�I,.an I l (F1) wnuxnlalodnaln. F581
wo mange. / ` Cannedbn
n `' ��/!' S� 4Y/,�•�',J, JdmhenAsr �' �� \ti "`�-'� FiW Bl.a
Web-FIII
Nailing 12' 04C n
BCP'Mealoin �\ j�,T7 \ 10-latl noib.
w od.o new rel - ` VIII �aarouC —mon valid for ail
B applications. -
�L hi , R9u'v!G wnpre lOp
"B6c1pitl mpsd'r f mount na d rxceeae zso Ins_ Conrad Bolsa EWP Engineering for spepflc mnditions.
Install tlphltortop merge.
v\/\ tpT Z01" 7
el S 2 {
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UPPER LEVEL BCI JOIST LAYOUT
FILE: 17-000985FEV I JOB: LOT 4 GREENSWARD 50UTM
—
PloBD Net Oty Ploduel Length Plies
J1 i l /4' BCI® 6000-1.8 OF 3T 0' 1
12 10 14" SCI40 60041.8 OF 34' 0' 1
J3 3 14" BCI® 6000-1.8 OF 31' 0" 1
34 1 i4' BCI® 60041.8 DF 30' 0' 1
J5 8 14` BCI®6000-18 OF 18' 0" 1
J6 4 14.130106000-1 8 OF 1710, 1
J7 314"BCI®60130A OF 15'0' i
J8 21 14• BCI® 60041.8 1
BM 1 1 13/4' x 14' VERSA -LAMB 2.0 2800 OF 9' 0- 1
BM2 i 1-314'x 14'VERSA-AM®2.02800 OF 4'0' 1
13103i 3-12' x 13-1/2" BOISE GLUTAMS 24F-V4/DF S' 0" 1
SM4 1 3-i/2" x 14` BOISE GLULAM9 24F-V4/DF 2' 0' 1
BM5 2 5-12` x 10-I/2' BOISE GLUTAM® 24F-V4/D1 TO' 1
BM6 2 5112' x 13-12"BOISE G1_11.24 -V41DF 13' 0' 1
BM7 I 5112" x 13.112' BOISE GLULAMO 241-V4fDF 12 0" i
BM8 1 5-12' x 13-112" BOISE GLULAM& 24F-V4/DF 10' 0' 1
BMS 1 5-12' x 13-12' BOISE GLULADI® 24F-V4/DF 7' 0' i
BM 70 1 6-3/4` x 13-12" B01SE GLULA%W 24F•V4/DF 170 1
BMi 1 1 6-3/4' x 24- BOISE GLULAM@ 24F-V4/DF 24'0' 1
&412 1 8.3/4-x 13-1/2" BOISE GLULAM® 24F-V4/DF 1T 0' 1
BM73 (SPECIAL ORDER? 1 1()_314.x 13-1/2' BOISE GLULAMV 24F-VOIDF 21'0' 1
BM 14 (SPECIAL ORDER) 1 10-314"x 13-1/2'50 ISE GLULAMV 24F-VS/DF 17 0' 1
Rm1 10 1-5116'x14' VERSA -LAM& 1.4 1800 OF 290.
1
Bk1 1 1.5116'x 14' VERSA-LAK40 1.4 1800 OF 52'0. 7
Bk2 1 13/4" x 14' VERSA4.AM® 2.0 2800 OF WT 1
Bk3 1 _ 14' BCI® 60041.8 OF - 30' 0` 1
_ Connecta SummeryI
P ollo Ory Manu) Product Web Stiff SR.. Slope
1111 Simpson GLTV 3,514 No -
H2 1 Simpson HU 410 No - -
H3 1 Simpson ITS 1,81114 No - -
H4 43 Simpson ITS 2, 37/14 No - -
H5 2 Simpson ITS 2.37114 Yes - -
NB (CONNECTION PER EOR) 1 MGU7.00-SDS (11 -13Q -Il SPECIAL ORDER IN -
H7(CONNECTIONPEREOR) 1 HHGUII,oOSDS(H=13.12') SPECIAL ORDER No
Accassones
KAM Net Ory Product Langth Plies
64 314.4X8 OSB Dureaband 1
NOTE: NO ROOF LOADS APPLIED.
ALL BEAM SIZES PER EOR EXCEPT
SL IMM2 & SM4. --
NOTE: VERIFY LENGTH OF BM12
PRIOR TO PURCHASE.
Load Schedule
[).—,poen Iva
100%
Dead now
SO o t15%
Floor Load 40
Root Load I -�
15
17 25
I -YEAR NO -SAM
1�
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pointSIX
DURASTRANDFLOORING
IF -1 Lab rea,inp w.w ntoo (F09 u>,xi ugy.w.+e mow ea ker tpxk ltr wue inn.) � Double BCl°pJoist
InrxdorereanNwl%` ,� t'mr'*�I,.an I l (F1) wnuxnlalodnaln. F581
wo mange. / ` Cannedbn
n `' ��/!' S� 4Y/,�•�',J, JdmhenAsr �' �� \ti "`�-'� FiW Bl.a
Web-FIII
Nailing 12' 04C n
BCP'Mealoin �\ j�,T7 \ 10-latl noib.
w od.o new rel - ` VIII �aarouC —mon valid for ail
B applications. -
�L hi , R9u'v!G wnpre lOp
"B6c1pitl mpsd'r f mount na d rxceeae zso Ins_ Conrad Bolsa EWP Engineering for spepflc mnditions.
Install tlphltortop merge.
v\/\ tpT Z01" 7
el S 2 {
00z_t3
-z- db -�' f I e-1)
UPPER LEVEL BCI JOIST LAYOUT
FILE: 17-000985FEV I JOB: LOT 4 GREENSWARD 50UTM
—
PloBD Net Oty Ploduel Length Plies
J1 i l /4' BCI® 6000-1.8 OF 3T 0' 1
12 10 14" SCI40 60041.8 OF 34' 0' 1
J3 3 14" BCI® 6000-1.8 OF 31' 0" 1
34 1 i4' BCI® 60041.8 DF 30' 0' 1
J5 8 14` BCI®6000-18 OF 18' 0" 1
J6 4 14.130106000-1 8 OF 1710, 1
J7 314"BCI®60130A OF 15'0' i
J8 21 14• BCI® 60041.8 1
BM 1 1 13/4' x 14' VERSA -LAMB 2.0 2800 OF 9' 0- 1
BM2 i 1-314'x 14'VERSA-AM®2.02800 OF 4'0' 1
13103i 3-12' x 13-1/2" BOISE GLUTAMS 24F-V4/DF S' 0" 1
SM4 1 3-i/2" x 14` BOISE GLULAM9 24F-V4/DF 2' 0' 1
BM5 2 5-12` x 10-I/2' BOISE GLUTAM® 24F-V4/D1 TO' 1
BM6 2 5112' x 13-12"BOISE G1_11.24 -V41DF 13' 0' 1
BM7 I 5112" x 13.112' BOISE GLULAMO 241-V4fDF 12 0" i
BM8 1 5-12' x 13-112" BOISE GLULAM& 24F-V4/DF 10' 0' 1
BMS 1 5-12' x 13-12' BOISE GLULADI® 24F-V4/DF 7' 0' i
BM 70 1 6-3/4` x 13-12" B01SE GLULA%W 24F•V4/DF 170 1
BMi 1 1 6-3/4' x 24- BOISE GLULAM@ 24F-V4/DF 24'0' 1
&412 1 8.3/4-x 13-1/2" BOISE GLULAM® 24F-V4/DF 1T 0' 1
BM73 (SPECIAL ORDER? 1 1()_314.x 13-1/2' BOISE GLULAMV 24F-VOIDF 21'0' 1
BM 14 (SPECIAL ORDER) 1 10-314"x 13-1/2'50 ISE GLULAMV 24F-VS/DF 17 0' 1
Rm1 10 1-5116'x14' VERSA -LAM& 1.4 1800 OF 290.
1
Bk1 1 1.5116'x 14' VERSA-LAK40 1.4 1800 OF 52'0. 7
Bk2 1 13/4" x 14' VERSA4.AM® 2.0 2800 OF WT 1
Bk3 1 _ 14' BCI® 60041.8 OF - 30' 0` 1
_ Connecta SummeryI
P ollo Ory Manu) Product Web Stiff SR.. Slope
1111 Simpson GLTV 3,514 No -
H2 1 Simpson HU 410 No - -
H3 1 Simpson ITS 1,81114 No - -
H4 43 Simpson ITS 2, 37/14 No - -
H5 2 Simpson ITS 2.37114 Yes - -
NB (CONNECTION PER EOR) 1 MGU7.00-SDS (11 -13Q -Il SPECIAL ORDER IN -
H7(CONNECTIONPEREOR) 1 HHGUII,oOSDS(H=13.12') SPECIAL ORDER No
Accassones
KAM Net Ory Product Langth Plies
64 314.4X8 OSB Dureaband 1
NOTE: NO ROOF LOADS APPLIED.
ALL BEAM SIZES PER EOR EXCEPT
SL IMM2 & SM4. --
NOTE: VERIFY LENGTH OF BM12
PRIOR TO PURCHASE.
Load Schedule
[).—,poen Iva
100%
Dead now
SO o t15%
Floor Load 40
Root Load I -�
15
17 25
I -YEAR NO -SAM
Lateral reahalnt per engineer of record
M project: is following prescrlptlw code path, laterial restraint is
required at Intermediate bearings in seizmlc design cacegoNes
D0, D1 and D3 per IRC 502,7.
H project is engineered, lateral restraint at IntarraWlats
bearings will be determined by the enginear of record. ---
CONTRACTOR NOTE5:
PLEASE VERIFY ALL DIMEN510145 AND CONDITION5
' ALL FOOi1NG5 PER DESIGNERS PLAN. U.N.O. (5EE LAYOUT)
' ALL BEAM5 ARE PER THE DE5I04ER'5 PLAN. U.N.O. (5EE LAYOUT
' U5E CAUTION WHEN CUrriNG FOR PLUMBING
• PROVIDE. PROPER. 5UPPORT AT Al. t. SHEA.RLVALI,S
ALL ROOF LOAD5 A55UMLD TO BEAR ON EXTERIOR WALLS
ONLY, NO RD011 12R AMING PIAN PROVIDED AT TIME OF LAYOUT
BEAM BY OTHERS INDICATES 0IMEN5IONAL FRAMING PER
A011TECTURAL PIAN
PLEA55 NOTE P.T. MATERIAL CAN CAU5E HAN6ER5 r0 CORRODE
VIGOR OR EQUAL BARRIER 15 REQUIRED WHERE HANGER5 VlRH
Z -MAX, HOT DIPPED GALVANIZED. OR 5TAINILE55 5TEEL ARE. UNAVAILABLE.
Pl.CA5E 5EE MANUFACTURER'S P.ECOMMENDAI'ION5 FOR CORRECT APPI.ICArr0N.
' RECOMMENDED DECKING:
16' O.C.-3/4' DECKING MIN.
24` O.C.-7/& DECKING MIN.
32`O.C. i-1/8"DECKING h11N.---
1 6m17 1 DB i
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Zia
m
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LLI
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1�
qJ-AI I� l
\_ � I Nde'.
rot
SMelixng snap
yin peww pian raging
IY�
dl
T mvv
Bdee I-Jdst can Le [Rivet uA to ]•
3�v
N ante rorlkal qumung.
Lateral reahalnt per engineer of record
M project: is following prescrlptlw code path, laterial restraint is
required at Intermediate bearings in seizmlc design cacegoNes
D0, D1 and D3 per IRC 502,7.
H project is engineered, lateral restraint at IntarraWlats
bearings will be determined by the enginear of record. ---
CONTRACTOR NOTE5:
PLEASE VERIFY ALL DIMEN510145 AND CONDITION5
' ALL FOOi1NG5 PER DESIGNERS PLAN. U.N.O. (5EE LAYOUT)
' ALL BEAM5 ARE PER THE DE5I04ER'5 PLAN. U.N.O. (5EE LAYOUT
' U5E CAUTION WHEN CUrriNG FOR PLUMBING
• PROVIDE. PROPER. 5UPPORT AT Al. t. SHEA.RLVALI,S
ALL ROOF LOAD5 A55UMLD TO BEAR ON EXTERIOR WALLS
ONLY, NO RD011 12R AMING PIAN PROVIDED AT TIME OF LAYOUT
BEAM BY OTHERS INDICATES 0IMEN5IONAL FRAMING PER
A011TECTURAL PIAN
PLEA55 NOTE P.T. MATERIAL CAN CAU5E HAN6ER5 r0 CORRODE
VIGOR OR EQUAL BARRIER 15 REQUIRED WHERE HANGER5 VlRH
Z -MAX, HOT DIPPED GALVANIZED. OR 5TAINILE55 5TEEL ARE. UNAVAILABLE.
Pl.CA5E 5EE MANUFACTURER'S P.ECOMMENDAI'ION5 FOR CORRECT APPI.ICArr0N.
' RECOMMENDED DECKING:
16' O.C.-3/4' DECKING MIN.
24` O.C.-7/& DECKING MIN.
32`O.C. i-1/8"DECKING h11N.---
1 6m17 1 DB i
zget
Zia
m
Oe�51':�
HQma�
woo
Tn fl n 8
lyj o c
EL
CIO 6 E !
LLI
L� ¢
J �gfla
Za$