HomeMy WebLinkAboutEngineered Truss docs -70-, Project Infos tion:
Name:
File Copy
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STUART M LEDIS LLC
Address:
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ROOF&FLOOR TRUSS SYSTEMS 211 TIMBLIN P.S.L.
City,State,Zip:
` 4175 SW Martin Highway
Palm City, FL 34990
(772)286-3700
GENERAL TRUSS ENGINEERING CRITERIA& DESIGN LOADS:
Building Code&Chapter: Computer Program Used:
VIEW by Alpine
Custom
Gravity.' Gravity:
45 psf Roof Total Load 55 psf Floor Total Load
Wind 170 mph from ASCE 7-10 code
'I his package includes a Truss Index Sheet and 11 individual truss design drawings,together with the attached index of the Truss System
design drawings. I hereby certify that this serves as a cover sheet in accordance with Chapter 61G15-31.003 of the Florida Board of
Professional Regulations.
kq%�111011111
��I,-10, Note: Furthermore, the responsibility of the undersigned is solely limited to the
`N ,�.•�,�GlN •.•, design of the truss components shown. The suitability and use of these
trusses for any building is the responsibility of the building designer.
Delegated Engineer: T. Stiles Peet, P.E.
,�• Stiles Engineering Group, Inc.
FL Reg Nos: PE#49200 CA#27788
404 SW Camden Ave. Stuart, FL 34994
TEL: 772-223-9883 FAX:772-223-9502
�No Truss ID Date
1 Al 07/27/17
2 A2 07/27/17
3 A3 07/27/17
4 A4 07/27/17
5 A5 07/27/17 R E CIE�a,
6 CJ2 07/27/17 Y�
ED
17 CJ4 07/27/17 AUG 1 0 2017
~8 CJ6 07/27/17
9 EJ8 07/27/17
10 EJ8A 07/27/17
111 HJ11 07/27/17
HomeBASE by Alpine Page 1 of 1
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v JOB DESCRIPTION STUART M LEDIS LLC
O D O JOB ADDRESS.211 TIMBLIN P S L
m o BUILDER.Fill in later
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O N 0 ROOF5 MARTIIN HIGHWAY
PALM CITY,FL 34980
OFF:(772)208-3]00
1AX.(7-2)M8-U
JOb:(CK1062)/STUART M LEDIS LLC/Al THIS DWG,PREPARED BY THE ALPINE JOB DESIONrR PROGRAM FROM TRUSS MFR'S LAYOUT
Valero Set-138(Effective 6/1/2013) 2 Complete Trusses Required EEEb
Top chord 2x4 SP#2
Bot chord 20 SP#2
Nail Schsdule:0.128"0",min.nails
Webs 2X4 SP#3 Top Chord;1 Row 012.00"o.c.
Lumber value set"138"uses design values approved 1130/2013 by AL.SC Bot Chord:1 Row 012.00"o.c.
Webs :i Row Q 4"o.c.
Special loads Use equal sparing between rows and stagger nails
P , In each row to avoid splitting.
----(Lumber Dur.Fac.m1.25/Plate Dur.Fao.=1.25)
TC-From 70 plf at-2.00 to 70 pif at 8.03
TC-From 35 plf at 8.03 to 35 pif at 15.14 All plrrtea are 1.5X4 except as noted.
TC-From 70 pif at 10.14 l0 70 plf at170 mph wind,15.001t mean h t,ASCE 7..10,CLOSED bldg,not Ionated within 9,00 if from roof edge,RISK CAT Il,EXP C,
BC-From 4 plf at-2.00 to 4 plf at 0.0000
BC-From 20 pif at 0.00 to 20 pit at 8.03 380 �41M 2410 v l2 10 .DL;5.0 psf,wind BC L=5.0 psf,
BC-From 10 plf at 8.03 to 10 pif at 18.14
�Ss" 4As asaon
bd MWJ
BC-From 20 plf at 10.14 l0 20 Ifat-fA:t7------11'0"6-...._-.__..........._._.�xo„q-"{'--2'•---.-)`.►,-2.0"s._-{,____2'���V� � 1�
BC-From 4 pit at 26.17 to 4 pit at 28.17 Calculated horizontal deflection Is 0.17"dlje to live toad and 0.21"due 10 dead load.
TC 384.51 Ib Cone.Load at 13.03,1B.14
_
TC-24 1.01 lb Cone.Load at 10.06, --8-7-13 -Deflection mets U360 live and U240
BC-567.87 Ib Cone.Load at 8.03,18.14
BC-145.00 Ib Cone.Load at 10.06,12.06.14.10,16.10
131"
4.0"a -- {, 3'912-------- - 2'0'8 -I 2'.._,.,{.._..7_.�. _2 "11 �.{._._ 31"11----•{._ _�4'p a------�
84X4
1
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2
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12
06X6X / T3 , 46X8
v W4 we
i3 W3 ` 3X`1 o
N1_ WH 10 - "-T+3RD----- iiH071 W Ti
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w3X10(17
�.1 B1 ft3X1o(F1)
47 8
2.6
12
{'•------ --- 2012" - _.._...... .__.._..�
311"----+- 311" 4' 3,11^
613» WTI 2' .�
W01g_.�._ _�..�..2'0„6 �21--�{--2ro"a- -2'- •--210"0-
W" 14. 14TH 146 148* sent
R-28190 U-13090 W=8" R4010# U=1309#W.8"
DESC.= Al SEQ= 7507
PI-T.'I YP-WAVE DESIGN CRIT-CUSTOM/'fP1.1995 QTY= 1 PLIES=2 TOTAL=2 REV. 15.01.010.0611.00 SCALE=0.2500
•' ARNI G•TRUSSES REOWE-93(rREME CXRE INF SR CA IN -HANDLING,SHIPPING,INSTALLING AND BRACING. T. STILE S
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI( RUSS PLAE INSTITUTI2,583 TC Ll20.Opsf REF
IYONOFRIO DR.,SUITE 2001 MADISON,W.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE _
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PRQPERLY ATTACHED STRUCTURAL P E E T TC DL 15.0psf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IM CONFORMANCE -'-
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST - -AND PAPER ASSOCIATION)AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 260200
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.2_5 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHQWN, THE STUART,FI.34094 _. _....._
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE HIPS
IBUILDING1-105 SECTION2,
1
JOb: CK1062 /STUART M LEDIS LLC/A2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MF'R'S LAYOUT
w
Value Set:13B(Effective 6/1/2013) 170 mph wind,15.00 It meahgt,ASCE 7-10,CLOSED bldg,not located within 9.001`1 from roof edge,RISK CAT Il,EXP C,
wind T'C DL-5.O pat,wind BC DL-5.0 psf.
Top chord 2x4 SP#2 Wind loads and reactions based on both MWFRS and C&C.
Bot chord 2x4 SP#2
Webs 20 SP#3
Calculated horizontal deflection is 0.15"due to live load and 0,18"due to dead load.
Lumber value set 1113B"uses design values approved 1/3012013 by ALSC
Bottom chord checked for 10.00 pst non-noncurrent live load.
Deflection meets 1-1360 live and 1-/240 total load.
MWFRS loads based on trusses located at least 7,50 H,from root edge.
41R-- 4'11"11---•---=j=--�---•—6'0"10•�.�.--'�"--2'8'--�}+----2'8"-•---i�--5'0"10---•------"F►--^—4'11"11-------"t li
r X4
T2
03X 13X5
W4 \ 72
12 W
1 5 W3
+n b
T7
B2 T1
1*3X7(F 1)
w3X7(F1 81 "
_=2.5
12
262" -- —J
V.
r1 r'g-- }---2"111 ---9'S„9 -- ---+-{
F••- 2__..,�...-_ _ - 1py"g - } —811„ 10'1"8 __•}•..._.2•
R-1321#U-8710 RL-277/-277#W-8" R-1321# U-871# W-8"
DESC.= A2 SEQ= 7494
PLT.TYP.-WAVE DESIGN CRIT-CUSTOMITPI.1995 QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500
-WARNING-TRUSSES UIRE 9X'tRFME CARE IN FABRICATING,HANDLING, HIPPIN INSTALLING AN A 1 -T T. STILES TC LL 20.0p sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,683
D'ONOFRIO OR.,SUITE 200,MADISON,WI,53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL. P E ET TC DL 15.Opsf DATE 07-27-2017
PANELS AND 80TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI:OR FABRICATING.HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS PE#49200 BC LL 0.0psf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED'BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI.ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 260200
EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 180 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DURYAC. 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994 --”'
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24,0" TYPE COMN
BUQING DESIGNER.PER AN I[TP 1-1995 SECTION
Job: CK1062 /STUART M LEDIS LLC/A3 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM 1RUSS MFR'S LAYOUT T
Value Set: 13B(Effective 6/1 J2013) 170 mph wind,15.00 A mea gt,ASCE 7.10,CLOSED bldg,not located within 0.00 R from roof edge,RISK CAT 11,EXP C.
wind TC DL-5-0 psf,wind BC OL-15.0 psf.
Top chord 2x4 SP 92 Wind loads and reactions based on both MWFRS and C&C.
Bot chord 2x4 SP#2
Webs 2x4 SP#3
Calculated horizontal deflection is 0.15"due to live load and 0.17"due to dead load.
Lumber value set"13B"uses design values approved 1130!2013 by ALSO
Bottom chord checked for 10.00 psf non-concurrent live load.
Deflection meets L/360 live and U240 total load.
MWFRS loads based on trusses located at least 7.50 fl,from root edge.
f•--- 131.'— -+'-- 19111' .—.—ip
4"10 -6'117
w4X4,3X5
sax ,
T2
v VS W3
12
r 5 IBX tSXP
}n o 0
Tt W1 824 .6X7 WI
Cc)
T1
1.6X4 B1 1111,5 -
■3X7(F1 81 � .3X7(FI)
__=2.5
12
28'2"
5'8„12 6'8"12--- •1 8{ f' 5'8"12 --ter--
�11
�`-2' _....----12'1"e - `T_1'1 t"".�,--.- ^----12'1"11 -'- 2'
R•1321#U-871# RL•277/-27'70 W=8" R=1321# U-871#Wm8"
DESC.= A3 SEQ= 7500
PLT.TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-1995 QTY= 1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE 50.2500
T;WA NIO HIB-91
E UI X ARE NFABRICATING,HANDLING, HIPPING,E INSTITUTE.
AN BRACING T. STILES TC LL 20.Opsf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T TC DL 15.Opsf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•'FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING.SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI.ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 OR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 260200
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25JOB#:CK4062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE STUART,FL 34994 - -
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS'IHE RESPONSIBILITY OF THE SPACING 24.0" — TYPE COMN
-BUILDING DESIGNER,PERANSI/TPI 9 I
Job:(CK1062)/STUART M LEDIS LLC/A4 THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set,138(Effective 6/1/2013) 170 mph wind,15,00 It mean gl,ASCE 7-10,CLOSED bldg,Located anywhere In roof,1418K CAT II,EXP C,wind TC
DL-5.0 psf,wind BC DL-5.0 psf,
op chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on both MWFRS and C&C.
Webs 20 SP#3
Calculated horizontal deflection Is 0.13"due to live load and 0.16"due to dead load.
Lumber value set"138"uses design values approved 1/30/2013 by ALSO
Bottom chord checked for 10.00 pat non-concurrent live load.
Deflactlon meals L/360 live and L/240 total load.
13'1" 13'1.•----_ ----=j
KI"2-- 811^-i_-- '8.7'11
w X4 S
T2 \
W3 \� T\\`
12
5 ® 05X _ %5X7
a o
T1 W1 a5X W1
1.5X4 81 1111.5 T t
s3X7(F1 81 ' 4k3X7(F1)
–,=2.5
12
28.11.
ha:}•---a z"8 —F----e'2"8 --{»—— 62"e--- 878----;a-1
rI,.._7 .Y ...13'1" _.__„�•__ 131" .'.+-2'
Rm1321# U•13070 RL=2771.277# W8" R-13210 Ua1307#Wm8"
DESC.= A4 SEQ= 7491
PLT,TYP.-WAVE DESIGN CRIT-CUSTOMITPI-1995 QTY=10 TOTAL=10 REV. 15.01.01C.0611.00 SCALE=0.2500
A NI G"TRU REQUIRE X M ARE INFABRICATING,HANDLING, HIPPIN • ALAND A 8 IN T. STILES TC LL 20.0 sf REF
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHD BY TEL(TRUSS PLATE
INSTITUTE,683 P _-�
D'ONOFRIO DR.,SUITE 200,MADISON.WI.$3719))FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.Opsf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A �'
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES DESIGN CONFORMSpE#49200 BC LL _O.Opsf _ CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED SY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI ALPINE CONNECTORS ARE MADE OF 20GA ASTM A853 GR40 GALV.STEEL CA#2775$ TOT.LD, 45.Opsf 0/A LEN. 260200
EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS –
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOI FI Y FOR THE TRUSS COMPONENT DESIGN SHOWN THE STUART,FL 34994 —_�._..._..,__..._..._.._.___._
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE. SPACING 24.0° TYPE COMN
BUILDINGpgg ANSLrrPj 1AHS SECTION 2.
Job:CK1062 /STUART M LEDIS LLC/A5 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ,
Value Set:138(Effective 8/1/2013) All plates are 1.5X4 except A noted.
Top chord 2x4 SP#2 170 mph wind,15.00 ft mean hgt,ASCE 7-10,CLOSED bldg,Located anywhere In roof,RISK CAT ll,EXP C,wind TC
Bot chord 2x4 SP#2 DL=5.0 psf,wind BC DL-5.0 psf.
Webs 2x4 SP#3
Wind loads and reactions based on both MWFRS and C&C.
Lumber value set"'I3B"uses design values approved 1/30/2013 by ALSC
See DWGS A16015ENC101014&GBLLETIN1014 for gable wind bracing requirements.
Bottom chord checked for 10.00 psf non-concurrent live load,
Deflection meets 1_/380 live and U240 total load.
13'1" 13'111— ---------�{
�+--3,1" 2. 2' 2.--+—2, 1 2' }'-.2o'o 1'11"10 2, TV—,•{
®4x4
72
TM4
12 \5X7
5 p /5X M5
� 0 0
T1 M3 MBM3 m
M2 M4 T1
M2
w3X5(A1 M1 M1 n3X6(A1)
i•t
5X7
28,2„
272 2'---f-—2'—-f-—2' -f 2'—+ 2'---1 2'--i---2'--1--2'--I--2'--f- 2'--I--2'9^2
r I'�--•-2' 262" - -'- 2---+�
R-101pif U=100plf RL-11i.11plf W=282"
DESC.= A5 SEQ= 7487
PLT TYP-WAVE DESIGN CRIT=CUSTOM/TPI.1995 QTY=1 TOTAL=1 REV. 15.01.01C.0611.00 SCALE=0.2500
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING T. STILES
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 1 TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE T
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T TC DL 15.Opsf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT"FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 1 O.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A853 GR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 260200
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" r(pE GAEL
BUILDINGP R IITPI I.1
Job:CK1062 /STUART M LEDIS LLC/HJ11 THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:138(Effective 8/1/2013) Special loads
---(Lumber Our.Fac.m1.25/Plate Dur.Fac.=1.25)
Top chord 2x4 SP#2 TC-From 0 pit at-2.83 to 70 pit at 0.00
Bot chord 2x4 SP#2 TC-From 2 pit at 0.00 to 2 pit at 11.25
Webs 2x4 SP#3 BC-From 0 pif at-2.83 to 4 pit at 0.00
BC-From 2 plf at 0.00 to 2 pIf at 11.25
Lumber value set"139"uses design values approved 1/30/2013 by ALSC TC--37.98 Ib Conc.Load at 2.79
TC-169.16 Ib Conc.Load at 5.62
170 mph wind,15.00 ft mean hgL ASCE 7-10,CLOSED bldg,not located within 9.00 It from roof edge,RISK CAT If.EXP C. TC-330.34 Ib Conc.Load at 0.45
wind TC DL-5.0 psi,wind BC DL-5.0 psf. ac. BC-52.93 Ib Conc.Load at 7.19
L-
r _....---.____-.2'910.._..A-------I
Wind loads and reactions based on MWFRS. BC-214.58 Ib Conc.Load at 8,45
Bottom chord checked for 10.00 psf non-concurrent live 108, 11'3'RiW sad YOF49ea4AS!81,1989841110 WiRd 1
Shim all supports to solid bearing. Deflection meats L/360 live and L/240 total bad. 2
I►5n3 - --5'8"4 411"10
R=140 U-68# NAILED
A1.
T2
W3
m
/5X7
V 3.5412 . W2 V
f�
f7 M
TW1
1
V 7
,fl
o3XS(A1 1.5X4 !D
-� 81
qi -,= 1.77 1
.L 12 LLL
Imo"'10'9 .5"I'S -- 4'11"8
F`----2'9"15
2'9"8- 2115 2'9"15 2'9"10 ---+{
R=514# U-334#W-10"9 R=423# Ua191# NAILED
DESC.= HJ11 SEQ= 7502
PLT.TYP.-WAVE DESIGN CRIT-CUSTOWTPI-1995 QTY=2 TOTAL=2 REV. 15.01.01C.0611.00 SCALE=0.5000
"WARNING"'TRUSSES REQUIRE EXTREME ARE IN FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING. T" STILES
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI( RUSS PLATE INSTITUTE,583 TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,W.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC OL 15.Opsf DATE 07.27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT-FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DR WG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES 1N CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV,STEEL CA#27788 TOT,LD. 45.Opsf O/A LEN. 110300
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS --
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE HIP JACK
DESIGNER,PER PI 1-1995 SECTION
Job: CK1062 /STUART M LEDIS LLC/CJ2 THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 11
Value Sat'13B(FA active(11/2013) 170 mph wind,15.00 It meaR`hgt,ASCE 7-10,CLOSED bldg,Lorated anywhore in roof,RISK CAT II,EXP C.wind TC
Top chord 2x4 SP k2 DL-5.0 psf,wind BC DL-5.0 psf.
Bot chord 2x4 SP k2 Wind loads and reactions based on both MWFRS and C&C.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load.
Shim all supports to solid bearing. Deflection meets U380 live and L1240 total load
�-42+{+----- 1'7"9 --j
R--39# Rw 222#U-914 NAILED
o �
w T1 n
12 e3X51F1
5 p
T r r
i B1
_�2.5
12
C _
r-- 2' 1'11"11 —•---�{ -
R=356# U=9580 RL=3121.49#Wc8"
Rn28# Rw=640 U-13# NAILED
i
DESC.= CJ2 SEQ= 7489
PLT,TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-1995 QTY=4 TOTAL=4 REV. 15.01-01C.0611.00 SCALE=1.0000
-WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING, HIPPING.INSTALLING AND BRACING. T. STILE S
REFER TO HIS-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI( RUSS PLATE INSTITUTE,583 TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON.WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T TC DL 15.0psf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT"FURNISH A �-- ---
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.OPsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI',OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL 0.0psf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED AY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM Ae53 GR40 GALV.STEEL CA#27788 TOT,LD, 45.Opsf O/A LEN. 11111
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994 --
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK
IBUILDING DESIGNER, R ANSIrrPl 1-1995 SECTION
Job: CK1062 /STUART M LEDIS LLC/CJ4 THIS DWG PRFPAR!j BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MI'R'S LAYOUT
Value Sef 138(Ff1eC11Va 6tl/2(1131 170 mph wind, 15.00 it moan hgt,ASCF 7-10,CLOSED btdg,Located anywhere in roof,RISK CAT 11,EXP C,wind TC
Top chard 2x4 SP 112 DL-6.0 psf,wind BC DL-5 0 psf
Bot chord 2x4 SP e2 Wind loads and reactions based on both MWFRS and CBC.
Lumber value set"138"uses design values approved 1/30/2013 by ALS' _�._ _ 371Bottum chard ghbcked for 10.00�sf,n -concurrent live load.
4^2 _ _.._.._____.--- -_._._.�.._. - ..
Shim all supports to solid tearing. Deflection meets L)360 live and L/240 total load
R..854 U=29411 NAILED
?
r T1
r"
12
J. 2.5
12
_2— __._.1. __.. _. _. _ 3'11"11
R.389N U=836# RL-407/-68M W=8" R,64 Rw=758 0000 NAILED
a
DESC.= CJ4 SEQ= 7486
PLT.TYP.-WAVE DESIGN CRIT-CUST'OWTPI-1595 QTY=4 TOTAL=4 REV. 15.01.01C.0611.00 SCALE=1.0000
-WARNING-G••T U REQUIRE F,X ME CAR IN FAB I(:ATI HANDLING,SHIPPINGE INSTALLING AND BRACING
T STILES TC LL 20.0 sf REF
REFER TO HIB-8/p-iANDLINO INS7ALUNG AND BRACIN01,PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 P `-
D'ONOFRIO OR.SUITE 200,MADISON.WI.53718)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T TC DL. 15.Opsf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT-FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS.INC SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN,ANY FAILURE TO BUILD THE TR�ISSES IN CONFORMANCE - -— -
WITH TPI.OR FABRICATING,HANDLING SHIPPING,INSTALLING AND BRACING I TRUSS S. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
UBLISHED Y
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PTHE AMERICAN FOREST -- - --- -- --
ANU PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 200A ASTM A653 OR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 31111
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS ---- --------- -•----
DESIGN,POSITION CONNECTORS PER DRAWINGS 150AZ THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DURTAC 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE STUARI,FL 34994 ---
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK
ISUILDING DESIGNER. N Ir 1-1".5
I
Job:(CK1062)/STUART M LEDIS LLC/CJ6 THIS DWG PREPARE5 BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set:138(Effective 6/1/2013) 170 mph wind,15.00 tt mean hgt,ASCE 7-10,CLOSED bldg,not located within 4.50 ft from roof edge,RISK CAT II,EXP C,
wind TC DL-5.0 psf,wind BC DL-5.0 psf.
Top chord 2x4 SP#2
Bot chord 2x4 SP#2 Wind loads and reactions based on both MWFRS and C&C.
Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load.
Shim all supports to solid bearing. Deflection meets U360 live and U240 total load.
4"2
5'7"9
R=165#U=2550 NAILED
0
m
T1
b> 12 b
N 5 IN
IL-
i0 i+I
i3X5(F1
B1 I
1 12
F- 2'- + 51111,11
R=4580 U=4784 RL=2921.88#W=8" R•107# U=164 NAILED
DESC.= CJ6 SEQ= 7492
PLT TYP.-WAVE DESIGN CRIT=CUSTOMrrPI-1995 QTY=4 TOTAL=4 REV, 15.01.01C.0611.00 SCALE=0.7500
"WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATING.HANDLING.SHIPPING,INSTALLING AND BRACING. T. STILES
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 20.Opsf REF
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T TC DL 15.Opsf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONS18LE FOR ANY DEVIATION FROM THIS DESIGN:ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI:OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 51111
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND.UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 125 JOB#:CK 1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" JACK
ILDIN DE I NER PER IS 1-1995 SECTION 2 TYPE
Job: CK1062 /STUART M LEDIS LLC/EJ8 111IS DWG PREPARED BY'THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set•13B(Efrectivo 51112013) 170 mph wind,15.00 ft meakgt,ASCE 7-10,CLOSED bldg,Located anywhere In roof,RISK CAT II.EXP C.wind TC
Tap chord 2x4 SP#2
OL-5.0 psf,wind BC DL•5.0 psf.
Bot chord 2x4 SP#2 Wind loads and reactions based on both MWFRS and CaC.
Webs 2x4 SP#3
Lumber value set"138"uses design values approved 1/3012013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load.
Shim all supports to solid bearing. Deflection meets L1350 live and L/240 total load.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge.
7713
R-2410 Um303# NAILED
N w
T1
12
i•� m
v
'a a
0
w3X5(F1 zo
2.54 I
1 12 111
R-541# U=488# RL*337/-78#W-8" R-1450 U=200 NAILED
DESC.= EJ8 SEQ= 7484
PLT.TYP.-WAVE DESIGN CRIT=CUSTOM/TPI-1995 QTY=2 TOTAL=2 REV. 15.01.01C.0611.00 SCALE=0.5000
**WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING, HIPPING,INSTALLING AND BRACIN T. STILES TC LL 20.Opsf REF _
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,583 p _
D'ONOFRIO DR.,SUITE 200,MADISON,WI.53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E E T TC DL 15.Opsf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT—FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.Opsf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN,ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING.INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED(3Y THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A663 GR40 GALV.STEEL CA#27788 TOT.LD. 45.Opsf O/A LEN. 8
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 180 A-Z.THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE STUART,FL 34994
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE EJACK
I BUILDING DESIGNER.PER ANSIITPI 1-1995 SECTION 2.
Job: CK1062 /STUART M LEDIS LLC/EJ8A THIS DWG.PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT T
Value Sal 13B(Efrective 6il!2013) 170 mph wind,15.00 ft mea gt,ASCE 7-10.CLOSED bldg,Located anywhere in roof,RISK CAT II.EXP C.wind TC
Top chord 2x4 SP#2 DL"BA psf,vand BC DL-5.0 psf.
Bot chord 2x4 SP#2 Wind loads and reactions based on both MWFRS and CSC.
Lumber value set"13B"uses design values approved 1/3012013 by ALSC Bottom chord checked for 10.00 psf non-concurrent live load.
Shim all supports to solid bearing. Deflection meets L/360 live and U240 total load.
MWFRS loads based on trusses located at least 7.50 ft.from roof edge.
R=2410 U•3030 NAILED
N �
T1
12
io 5 (�
ro ro
m
a
N
N
,o3X5(F1 to
B1 1
J' „a 2.3
12
R-5410 U-488# RLA3371-78#W=8" R•1450 U•200 NAILED
r
DESC.= EJ8A SEQ= 7496
PLT.TYP.-WAVE DESIGN CRITaCUST'OM/TPI-1995 QTY=4 TOTAL=4 REV. 15.01.01C.0611.00 SCALE=0.5000
•'WARNING-TRUSSES RE UIRE EXTREME CARE IN FABRICATING,HANDLING, HIPPING,INSTALLING AND BRACING. T_ STILE S
REFER TO HIB-91(HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI(TRUSS PLATE INSTITUTE,583 TC LL 20.0psf REF
D'ONOFRIO OR,SUITE 200,MADISON,WI 53719)FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE
FUNCTIONS. UNLESS OTHERWISE INDICATED,TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL P E ET TC DL 15.0psf DATE 07-27-2017
PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT**FURNISH A
COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS,INC.SHALL NOT BE BC DL 10.0psf DRWG
RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN;ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE
WITH TPI;OR FABRICATING,HANDLING,SHIPPING,INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS PE#49200 BC LL O.Opsf CK
WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST
AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A853 GR40 GALV.STEEL CA#27788 TOT,LD. 45.Opsf O/A LEN. 8
EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS
DESIGN,POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 404 SW CAMDEN AVE DUR.FAC. 1.25 JOB#:CK1062
OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE STUART,FL 34994
SUITABILITY AND USE POF THIS ICOMPONES T FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE EJACK