HomeMy WebLinkAbout0804-0166 INDEX SHEETCauseway Lumber Company
BONITA SPRINGS - Old U.S. 41 Rd. - Tel. 239-992-3423 - Fax 239-947-4099 L
FORT LAUDERDALE - 2601 S. Andrews Ave. - Tel. 954-763-1224 - Fax 954-768-5926
STUART - 8451 SW Old Kansas Ave. - Tel. 772-781-2332 - Fax 772-781-2355
Index Cover Sheet
SCANNED
BY
St Lucie County
THESE PLANS AND ALL PROP0SpED {CORK
RE SRRJ O ° �
CONTRACTOR /BUILDER /ADDRESS INFORMATION AN CORRECTIONS
Customer DONSANT Job Number 70668U MA'1' BE NECESSARY IN ORDER T®
Job Name DIMEO RES Job Address COMPLY WIT fAdftVftICASLE CODES.
Lot Block City PORT ST LUCIE State FL ZipCode
Architect/Engineer HARVEY E. KOEHNEN #32831 Revision #
DESIGN INSTRUCTIONS LOADING INSTRUCTIONS
Importance Factor
Building Type
Category
Building Exposure
L� M
1.0 Wind Load Type ASCE 7-02 i�LOSSClosed Design Wind Speed 140 EXP.0 C "20
11 Duration Factor 1.33 TCDL
C Software Used: BCDL 10 5
ALPINE ENGINEERED PRODUCTS, INC. BCLL 10 0
Total 55 65
As witness my seal, I hereby certify that this serves as a cover sheet in conformance with Chapter Julius Lee, PE / Florida Certification Number 34869
61 G15-31 Section 003 of the Florida Board of Professional Regulation. this package includes a truss Florida Business Engineering License Number 5606
index sheet and truss drawings. 1455 S.W. 4th Ave, Delray Beach, FL 33444-2161
Date
REVIEWED
ByJULIUS LEE at 228 prn, Apr 14, 2008
The seal on this index sheet indicates acceptance of HARVEY E. K®EHNE�
professional engineering responsibility solely for the Truss F rofessi®nel Engineer PE-325 1
Design Drawings listed and attached. The suitability is the 7205 Elyse Circle
responsibility of the Building Designer, per ANSI/TPI 1-1995 port St. Lucia, FL 34952-321
Section 2 and ANSI/TPI/WTCA 4 Section 2-4. Fax (772) 459-3035
+lif" y
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NO. 48 9 ?
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Causeway Lumber Company
BONITA SPRINGS - Old U.S. 41 Rd. - Tel. 239-992-3423 - Fax 239-947-4099 L
FORT LAUDERDALE - 2601 S. Andrews Ave. - Tel. 954-763-1224 - Fax 954-768-5926
STUART - 8451 SW Old Kansas Ave. - Tel. 772-781-2332 - Fax 772-781-2355
JOB NUMBER 70668U Customer DONSANT
Job Name DIMEO RES Job Address
Truss Index Sheet
Subdivision
Lot Block
City PORT ST LUCIE State FL ZipCode
PG# TRUSS
SEQ#
PG# TRUSS
SEQ# PG# TRUSS SEQ#
PG# TRUSS SEQ# PG# TRUSS SEQ# PG# TRUSS SEQ#
1 01 1' J
20052
18 T08 43'
20114
2 03 T J
20056
19 T09 43'
20118
3 05 T J
20059
20 T10 43'
20077
4 CPl F J
20123
5 CP3 T J
20127
6 EJ7 T E
18781'
7 EP5 5'
20131
8 HJ7 9' 1
20066
9 HP5 TO
20046
10 T00 43'
20081
11 T0143'
20085
12 T02 43'
20089
13 T03 43'
20093
14 T04 43'
20098
15 T05 43'
20102
16 T06 43'
20106
REVIEWED , • F,
17 T07 43'
20110
By JULIUS LEE of 2 28 ,Dlfl, Apr 14, •2008
Julius Lee, PE / Florida Certification Number 34869
Florida
`�;0% ...."-....w, o,��
S� CF�G,'���
usiness EngineeringLicense606
���� ��4.00 GU
1455 S.W. 4th Ave, Delray FL 33444--2161
6-6 20
Seal Applied to Right
NO. 48 9
.7k
'A • S T OF
Monday, April 14, 2008
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Page 1 of 1
Job: L/UbtbtfUJ UUIVbHN I
To chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
:Lt Nailer SP Ripped:
Rv--166# U-180# NRILEO
T
' T 12 m
5 p
m 2 4
in
V1
m
2 4
2' 1'
v-485# U-423# W-8
Rv--19# U-180# NAILED
29'11"11
29'4"
THIS OWG. PREPRREO BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
140 mph wind, 29.64 Ft mean hqqt, RSCE 7-02, CLOSED bldo, LooQted anywhere in
roof, CRT II, EXP C, wind TC OL=5.0 psF, wind BC DL=5.psr.
Deflection meets L/360 live and L/240 total load.
SEO = 20052
PLT . TYP . -WAVE FBC/TPI2002 (STD) C /RT-1.00 (1.2s1 /io ( o) OTY= 4 TOTAL= 4 REV. 7.24. 1230. 17 SCALE =1 .0000
Causeway
Y
Lumber Company
'
26260 old 41 Rd.
Bonita 81tings,F134136
(2391992-3423
*41WARNING1111 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION1, PUBLISHb3 BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO DR., SUITE 200 MADISON WI. 537191 AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MADISON WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INOIORTEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANr1ELS AID TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
•� MPOR�19 611 FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSO IN CONFORMANCE WITH TPI: OR FRBRICRTING HANDLING SHIPPING INSTALLING a
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS 01' NOS (NATIONAL DESIGN SPEC,
BY RFBPAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) RSTM A653 GRADE
40/60 (W K/H S) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
ON THIS OESION POSITION PER DRAWINGS 160R-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
BE PER ANNEX AO OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER,
ESIGNER PER RNSI/TPI 1 SEC. 2.
TC LL 2 0.0 P s f REF
TC DL 15 - OpSf
I-
BC DL 10. 0 p S F
BC LL 10 . 0 P S F
i-
TOT. LD . s
DATE 04-14-2008
DR W G
B K E
O/ A LE N . 1
DUR . FAC . 1.25
SPACING 24. 0 "
TYPE JACK
Job: L/Ubt?bUJ UUIVbHl'4I / L,JJ J JQCK
Top chord 2x4 SP #2 Dense
Bo t chord 2x4 SP #2 Dense
=Lt Nailer SP Ripped:
]HIS UWU. 1'11trNKLU bT IHL HLNINE JUB UL51UNEH NKL1bKHM t•KUPI IKUSS I'11-K"S LHTUUI
140 mph wind, 30.06 Ft mean hggt, 'SCE 7-02, CLOSED bideG, Lcoated anywhere in
roof, CRT II, EXP C, wind TC DL=5.0 psF, wind BC DL=5.0 psF.
DeFleotion meets L/360 live and L/240 total load.
Rv-48# U-180# NAILED
Rv-42# U-180# NAILED
30'9-11
29'4"
SEO = 20056
PLT . TYP . -WRVE FBC/TPI2002 (STO) C /RT-I.00 (I.25] /10 ( O) OTY= 4 TOTAL= 4 REV. 7.24. 1230. 17 SCALE =1 .0000
Causeway
Lumber Company
'
28280 old 41Rd,
Bonita Bptinq?,,P134136
(2391992-3423
NNWRRNINGN* TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION} PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 O'ONOFRIO OR. SUITE 200 MADISON, WI. 537193 AND WTCR (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MA6ISON WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANEk,S ggyy.pp OTTOM CHORD SHALL HAVE fl PROPERLY ATTACHED RIGID CEILING.
PORTR�T111• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS R NOS (NATfONRL DESIGN SPEC,
AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/Kl ASTM AG53 GRADE
40/60 (W K/H S] GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED
ON THIS 6ESI6N POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I] SHALL
BE PER ANNEX A5 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITPERNDNUSETPOF I THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER,
TC LL 2 0.O P S F
TC DL 15.OPSf
BC DL 1 0 • 0 P S F
BC LL 10. S rL�
OPSF
TOT. LD . 55. s f
REF
DATE 04-14-2008
DRWG
B K E
OAR LEN . 3
DUR . FRC . 1.25
SPACING 2 4 . 0 "
TYPE JACK
Job: (/UbkitiUJ UUNSHNI / U-lb b' JooK
Top chord 2x4 SP #2 Dense
Bo t chord 2x4 SP #2 Dense
:Lt Nailer SP Ripped:
N
T
THIS DWG. PREPARED BY THE RLPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
140 mph wind, 30.48 Ft mean hGt ASCE 7-02 CLOSED bldg, not located within 4.50
ft from roofedge, CRT II, EX P �I wind TC 6L=5.0 psF, wind BC DL=5.0 psF.
Deflection meets L/360 live and L/240 total load.
Rv-142# U-19B# NAILED
31'7"11
29,4.
SEC = 20059
PLT . TYP . -WAVE FBC/TPI2O02 (STD) C /RT-1.00 (1.2s) /10 ( o) OTY= 4 TOTAL= 4 REV. 7.24. 1230. 17 SCALE =1 .0000
Causeway
Lumber Company
'
28280 Old 41 Rd.
Bonita spring- PI34136
4239)992-3423
■*WRRNING54 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
OFRTE AMERICA, 6300 ENTERPRISE583 RID LN,DMMISONTEWI0537191 FOR SAFETY37191 AND PRACTICESWTCR PRIORWTTODTRUSS PERFORMINGNCIL
THESE FUNCTIONS. UNLESS OTHERWISE INDI�ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PR S g10 OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
•• PORTRNT60 FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD Tk TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATIONAL DESIGN SPEC,
BY RF&PRI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/16/16GA (W,H/S/KI ASTM A653 GRADE
ON/60 THISWbESI6NI GALV POSITIONEEL. APPLY PER DRAWINGS1ATES TO IGOR-Z EACH FACE OF ANY INSPECTIONUSS OF PLATESNLESS FOLLOWEDEBYISE (I) SHALL
BE PER ANNEX AS OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY OF THISCOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
PERAND
DNUSE
TC LL 2 0.O p S F'
TC DL 15.OPSf
BC DL 10 . O P S F
BC LL 10. O P S f'
TOT. LD . 55. O S
REF
DATE 04-14-2008
DR W G
B KE
D / A LEN . 5
DUR . FAC . 1.25.
SPACING 2 1i. 0 "
TYPE JACK
Job= L/Ub bUJ UUNbl-INI / U 1 1 JccK THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
To chord 2x4 SP #2 Dense 140 mph wind) 29.64 Ft mean haGt, RSCE 7-02, PRRT. ENC. bldp, Located anywhere In
BOt chord 2x4 SP #2 Dense roof, CRT II, EXP C, wind TC oL=5.0 psF/ wind BC DL=5.0 ps.
:Lt Nailer SP Ripped
Deflection meets L/360 live and L/240 total load.
Rv--1661! U-1B0# NRILED
T
52
'T 24
m
2 4
2 1' --•�
v-485# U-436# W-8
Rv--19# U-180# NRILED
29'11-7
29'4"
SEO = 20123
PLT . TYP . -WRVE FBC/TPI2002 (STD) c /RT=1.00 (1.25) /io ( o) OTY= 4 TOTAL= 4 REV. 7.24. 1230. 17 SCALE =1 .0000
Causeway
Lumber Company
'
28290 Old 41 Rd.
Bonita Sprmes,F134135
(239)902-3423
DoWRRNING1119 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
SAFETY3PRACTICESADISONWI. 57191 ANDWPRIORWTO PERFORMINGNCIL
OFATE INSTITUTE, 583 AMERICA, 6300 ENTERPRISE RLN,IO DHAbISON, WISUITE D5137191 FOR,
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS NO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
��IMPO TRNT�• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THI< TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATIONAL DESIGN SPEC,
BY AF&PAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE
40/60 ON THISWbESIGNI POSITIONEEL. APPLY PER DRAWINGSLATES TO ISOR Z EACH FACE OF ANY INSPECTIONUSS OF PLATESNLESS FOLLOWEOEBYISE LOCATED (I) SHALL
BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITPERND USETOF PI THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
TC LL 2 O.O p S L r
TC DL 1 C J . O fJS rL�
BC DL 1 O . O P S rL�
BC LL 1 O . O P S f
I -
TOT. LD . 55. O S
REF
DATE 04 -14 -2008
DRWG
B KE
D/R LE N . 1
DUR . FRC . 1.25
SPACING 24.0-
TYPE JACK
Job: L/UbbtJUJ UUIVbHNI / Urd J JacK I1-116 UWU. FKLF'HKLU bT IMt HLVINt JUb Utb1UNtK F'KUUKNM !-'NUM IKUbb nt-N b LHTUUI
Tep chord 2x4 SP #2 Dense 140 mph wind, 30.06 ft mean hggt, RSCE 7-02, PART. ENC. bldgg, Located anywhere in
Bot chord 2x4 SP #2 Dense roof, CAT II, EXP C, wind TC OL=5.0 psf, wind BC DL=5.0 psF.
:Lt Nailer SP Ripped
Deflection meets L/360 live and L/240 total load.
Rv-48# U-180# NAILED
30'9"11
29'4'
�- -- u --- Rv-4271 U-180# NAILED
SEO = 20127
PLT . TYP . —WAVE FBC/TPI2002 CSTD] c /RT-1.0O C1.2s] /lo c D] OTY= 4 TOTAL= 4 REV. 7.24. 1230. 17 SCALE =1 .0000
Causeway
Lumber Company
28260 Old 41 Rd.
Bonny SptinpS,F134136
(239)992-3423
OfWRRNING44 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION], PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 O'ONOFRIO DR. SUITE 200 MADISON, WI. 53719l AND WTCR (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MRBISON WI 5'37191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCtIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PRyy�E�((��S ggyypp BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
..' PORTRNT., FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUS§ IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PREVISIONS R NOS (NATIONAL DESIGN SPEC,
BY RF&PA] AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GR (W,H/S/K] RSTM A653 GRADE
40/60 (W K/H S) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
ON THIS 6ESIbN POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
BE PER ANNEX 83 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITIOESIGNER,PERAND
DNUSETPOF I THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
TC LL 2 0.O p S F
TC DL 15.0psF'
I-
BC DL 10. p S F
BC LL 1 0 . O P S F
TOT. L D . 55. 0psFO
REF
DATE 04-14-2008
DRW G
B KE
/A LEN . 3
DUR . FRC . 1.25
SPACING 214. 0 "
TYPE JACK
To chord 2x4 SP #2 Dense
Bo t chord 2x4 SP #2 Dense
:Lt Nailer SP Ripped:
tJ/ / tna JOCK IH1S UWU. NKtYHKtU UT IHt HLI 1Nt JUd UtUIUNtK I KL1UKHPI t-KUPI IKU55 PR-K-7 LHTUUI
140 mph wind, 30.89 Ft mean hgt RSCE 7-02 CL0SE0 bldgnot located within 4.50
ft From rooF edge, CAT II, EX P L�, wind TC 6L=5.0 psF, wind BC DL=5.0 psP.
Deflection meets L/360 live and L/240 total load.
Rv-220# U-296# NAILED
32'5"11
29'4'
SEO = 187813
PLT . TYP . -WAVE FBC/TPI2002 (STD) C /RT-1.00 (1.2s) /io ( m OTY= 16 TOTRL= 16 REV. 7.24. 1230. 17 SCALE=0.7500
Causeway
Lumber Company
!!
26260 oia 41Rd,
Bonita Spring?,F134136
(239)592-3423
**WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION], PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO DR. SUITE 200 MADISON, WI. 537191 AND WTCR (WOOD TRUSS COUNCIL
OF AMERICA Snob ENTERPRISE LN, MMISON WI 5h7191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCtIONS. UNLESS OTHERWISE INOIFITED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PR 0 OTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
■*JE4PQRTAI�Tra FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THt TRUSA IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS & NOS (NATIONAL DESIGN SPEC,
BY RF8PA1 AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE
40/60 (W K/H Sl GRLV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
ON
DRAWING INDICATES ACCEPTANCEYOFII SHALL
THISINSPECTION
BE PERSANNEXER3 OFSTPION PER I 2002 SECIN3. 1A0BERL ONANY
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER RNSI/TPI 1 SEC. 2.
TC LL 2 0.0 P s f
1 C [+
TC ❑L 15 Op Sr
1-
BC O L 10-0PSF
BC LL 1 0 . 0 S f
P
TOT. LD . 55. s
REF
DATE 04-14-2008
DRWG
B KE
O/A L E N . 7
DUR . FRC . 1.25
SPACING 24.0"
TYPE EJRCK
Job: L/UbtibW UUNbNNI /
Top chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
=Lt Ncller SP Ripped:
THIS UWG. PREPHREU BY THE HLPINE JUB DESIGNER PRUGRHM FRUM IRUSS M1-H'S LHYUUI
140 mph wind, 30.48 ft mean hggt, RSCE 7-02� PART. ENC. bldg,not located within
4.50 Pt from rooF edge, CRT III EXP C, wind TC DL=5.0 psF, wend BC DL=5.0 psP.
Deflection meets L/360 live and L/240 total load.
Rv-1418 U-204# NAILED
31'7"l1
?9'4'
SEO = 20131
PLT . TYP . -WAVE FBC/TPI2002 CSTD) C /RT-1.00 (I.2s) /10 ( o) OTY= 18 TOTAL= 18 REV. 7.24. 1230. 17 SCALE =1 .0000
Causeway
Lumber Company
28280 old 41Rd.
Benda sprin�,F134136
(239)992-3423
•oWARNI GOO TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILOING COMPONENT SAFETY INFORMATIONI, PUBLISHED BY TPI (TRUSS
OFATE AMERICAIT6300 ENTERPRISE83 RIO LN,OMMISONTEWIO53719) FOR,SAFETY3PRACTICESNPRIORWTODPERFORMINGCOUNCIL
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PR S NO BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
•.74POWTRNTOO FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING 8
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PREVISIONS U NOS (NATIONAL DESIGN SPEC,
BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/Kl ASTM A653 GRRDE
40/60 (WK/H S) GRLV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
ON THIS 6ESI6N POSITION PER DRAWINGS 160R-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
BE PER ANNEX AS OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER ANSI/TPI 1 SEC. 2.
TC LL 2 0.0 p S f REF
TC DL 15.OpSf
BC DL 10. 0 p s F'
BC LL 10 . 0 p s f
TOT. LD . s
DATE 04-14-2008
DRWG
B K E
O/A LEN . 5
DUR . FAC . 1.25
SPACING 24.0"
TYPE EJACK
Job: L/Ub0dUJ UUNSHN I / NJ/ Z:J lU id M I P JOCK Lj I rOer
Tap chord 2x4 SP SS
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
:Lt Nailer. SP Ripped:
SPECIAL LORDS
------(LUMBER DUR.FRC.=1.25 / PLATE OUR.FRC.=1.25)
TC - From 71 PLF at -2.83 to 71 PLF at 9.90
BC - From 21 PLF at -2.83 to 21 PLF at 0.00
BC - From 40 PLF at 0.00 to 40 PLF at 9.90
TC - 332 LB Conc. Load at 1.48
TC - 96 LB Cono. Load at 4.31
TC - 283 LB Conc. Load at 7.13
BC - 37 LB Cono. Load at 1.48
BC - 84 LB Cono. Load at 4.31
BC - 182 L8 Cono. Load at 7.13
PLT. TYP.-WRVE
Causeway
Lumber Company
CIS
28280 Old 41 Rd,
sanity BpHhg3, Fi 34136
(239) 992-3423
I1-l1S UWU. F'KLFHKtU UY IHt HLi'1NL JUB ULSIUNLK F'HuuKHPI 1-KUI'I IKUDS I'IrK_5 LHTUUI
140 mph wind, 30.87 ft mean hgtJ� RSCE 7-02 CLOSED bldg, not located within 4.50
Ft From roof edge, CRT II, EX P L, wind TC 6L=5.0 psF, wind BC OL=5.0 psf.
Deflection meets L/360 live and L/240 total load.
4'7'll Rv-226# (�306#
FBC/TPI2002 (STD) Cq/RT-1.00 C1 .25) /10 ( O) OTY= 2 TOTAL= 2
IGN• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTRI
REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION1. PUBLISHED BY TI
'NISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
ILL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
CONFORMANCE
CONFORMSTWITH APPLICABLEFABRICATING
PRbVISIONSNR NOSSHIPPING
(NATIONALTDESIGN SPEC,
ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K] RSTM 8653 GRADE
.V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED
IITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I] SHALL
TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
:ERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
: OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
NAILED
32'5"8
P-9'4"
0
REV. 7.24.1230.17
SEO =
SCRLE
20066
=0.5000
TC LL
TC DL
BC DL
BC LL
TOT.LD.
20.OPsf
15.OPsf
10.0Psf
10.OPsf
55.0 sf
REF
DATE 04-14-2008
DRWG
BKE
O/A LEN. 91013
DUR . FRC.
1.25
SPRCING
24.0"
ITYPE
HIP_JACK
Job: L/Ub0bUJ UUNbHN I / HrZ) / U 14 HIP JOCK U I rcier
To chord 2x4 SP #2 Dense
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
:Lt Nailer SP Ripped:
SPECIAL LORDS
------(LUMBER DUR.FRC.=1.25 / PLATE OUR.FAC.=1.251
TC - From 71 PLF at -2.83 to 71 PLF at 7.07
BC - From 21 PLF at -2.83 to 21 PLF at 0.00
BC - From 40 PLF at 0.00 to 40 PLF at 7.07
TC - 605 LB Conc. Load at 1.48
TC - 13 LB Cono. Load at 4.31
BC - 525 LB Conc. Load at 1.48
BC - 41 LB Conc. Load at 4.31
I1-11S UWU. NKEfKKtU UT IKt KLF'1NE JUB UlzbIUNLK FKUCNHM FKUM IKUbb nrK"5 LKTUUI
140 mpPh wind, 30.46 ft mean hggt, RSCE 7-02, PART. ENC. bldg, not located within
4.50 Ft from roof edge, CRT II, EXP C, wind TC DL=5.0 psF, wend BC DL=5.0 psF.
All Plates ore 2X4 except as noted.
Deflection meets L/360 live and L/240 total load.
3'4-11 R. B80--f 200# NAILED
31'7"B
29,4'
SEC = 20046
PLT . TYP . -WRVE FBC/TPI2002 (STD) c /RT-1.00 (1.2s) /io ( o) OTY= 2 TOTRL= 2 REV. 7.24. 1230. 17 SCALE=0.7500
Causewa Y
Lumber Company
28280 o(a 41 Rd.
BenNa 8pdn9S,F)14138
(239)992-3423
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 AND WTCR (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MALSON VI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANTS RICO OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
■.IMPORTANT�* FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. REPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PREVISIONS O� NOS (NRTfONRL DESIGN SPEC,
BY RF&PR) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE
ON THISWbESI6N) POSITIONEEL. APPLY PER DRAWINGSLATES TO 160A-z. EAC14 FACE OF ANY INSPECTIONUSS AND OF PLAfESNLESS FOLLOWEDE13YISE (I)LSHALLO
BE PER ANNEX 83 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
ESIGNER PER RNSI/TPI 1 SEC. 2.
DESIGNER,
TC LL 20. 0 p s f
TC DL 15.OPSF
BC DL 10 . 0 P S F'
BC LL 1 0 . 0 P S F
TOT. LD . 5 s
REF
DATE 04-14-2008
D RW G
B K E
0/A LEN . 70014
DU R . FR C . 1.25
SPACING 2 4 . 0 "
TYPE HIP -JACK
Job:L/UbPbUJ UUNSHNI / IUU 4d STepdown Hip birder
Top chard 2x4 SP SS :T1 2x4 SP #2 Dense:
Bot chord 2x4 SP #2 Dense
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Ripped:
140 mph wind, 30.48 Ft mean hpt ASCE 7-02 CLOSED bldgnot located within 4.50
Ft From roof edge, CRT II, EXli:, wind TC bL=5.0 psF, wind BC OL-5.0 psF.
DeFlection meets L/360 live and L/240 total load.
11-11S UWU. NHENHHEU
UY 11-1E HLVINE
JUU UESIUNEK VHUUKHN FKUM IKL
SPECIAL LORDS
------(LUMBER
OUR.FAC.-1.25
/ PLATE
OUR.FAC.=1.251
TC
- From
72 PLF
at -2.00
to
72 PLF
at 36.00
TC
- From
72 PLF
at 38.00
to
72 PLF
at 45.00
BC
- From
22 PLF
at -2.00
to
22 PLF
at 0.00
BC
- From
40 PLF
at 0.00
to
40 PLF
at 43.00
BC
- From
22 PLF
at 43.00
to
22 PLF
at 45.00
TC
- 196 LB
Cono.
Load at
5.06
TC
- 107 LB
Conc.
Load at
706,
9.06,
11.06, 13.06,
17.06
19.06,
21.06,
21.94,
23.94,
25..94,
27.94,
29.94, 31.94,
33.94
35.94
TC
- 214 LB
Cono.
Load at
15.06
TC
- 285 LB
Conc.
Load at
37.94
BC
- 546 LB
Conc.
Load at
5.00
BC
- 58 LB
Conc.
Load at
7.06,
9.06,
11.06, 13.06,
17.06
1906,
21.06,
21.94,
23.94,
25.94,
27.94,
29.94, 31.94,
33.94
35..94
BC
- 117 LB
Conc.
Load at
15.06
BC - 1033 LB Cono. Load at 38.00
�--5' I - -33' I 5' -�
NFK"S
T
Y
m�29' 4'
i
43'
�2' 43'
Rv-235p IF U-207 If V}43'
PLT. TYP.-WRVE
Causeway
Lumber Company
. t
29290 Old 41 Rd.
Bonne SpNn9s, FI 34135
(23% 992-3423
FBC/TPI2002CSTO) Ca/RT-
406* TRUSSES REQUIRE EXTREM
REFER TO BCSI 1-03 (BUILOI
IATIT6300 ENTERPRISERIO LN,DMA61
ICtIONS. UNLESS OTHERWISE I
0�qOTTOM CHORD SHALL HAVE A
jFi Of FURNISH COPY OF THIS
INC. SHALL NOT BE RESPONS
TRU9 IN CONFORMANCE WITH
IF TRUSSES. DESIGN CONFORMS
PER DRAWINGS
-2002 SEC. 3.
00 u.25] /10 ( 0) OTY= 1 TOTAL= 1
IL
ALPINE ENGINEERED
GN: ANY FAILURE TO
53"GRAOE'
SE LOCATED
(I] SHALL
F
THE
BUILDING
REV. 7.24.1230.17
SEO =
SCALE
20081
=0.1667
TC LL
TC DL
BC OL
BC LL
TOT. LO .
20.OPsf
15.OPsf
10.0Psf
10.0PsF
55. 0 s f
REF
DATE 04-14-2008
DRWG
BKE
O/A LEN . 43
DUR . FRC .
1.25
SPACING
24.0"
ITYPE
HIPS
Job: (706-68U) UONSHN I / I U1 4:i' Stepdown Hip
Top chord 2x4 SP SS
Bot chord 2x4 SP SS
Webs 2x4 SP #3
:Lt Nailer SP Ripped::Rt Nailer SP Rlpped::Lt Wedge 2x4 SP #3:
:Rt Wedge 2x4 SP #3:
Deflection meets L/360 live and L/240 total load.
Caloulated vertical deflection is 0.84" due to live load and 0.75" due to dead
load at X = 18-7-3.
THIS DWG. PREPHRED BY IHE HLPINE JUB UESIGNER PRUGRNM rRUM IRUti7 MrR a LHYUUI
140 mph wind, 30.89 Ft mean hgt HSCE 7-02 CLOSED bldg, not looated within 6.50
Ft From roof edge, CRT II, EX P �, wind TC 6L=5.0 psF, wind BC DL=5.0 psF.
Caloulated horizontal deflection Is 0.18" due to live load and 0.16" due to dead
load.
(A] 1x4 "T" brace. 80x lengqth of web member. Same specles & grade or better.
Attach with 8d Box or Gun i0.113"x2.5",min.lnalls ® 6" OC.
—7' J 29' -i- 7' — �
12
5 �
T
n
n
% ORI N
5XB (gRI
e s
V
29 . 4 ..
4
43'
�2'
43'
,
Rv-260741 U-167011 W-B'
Rv-2607# U-167
# 2-V-8'
SEO = 20085
PLT . TYP . -WAVE FBC/TPI2002 (STD) C /RT-1.00 (1.25] /10 ( O) OTY= 1 TOTAL= 1 REV. 7.24. 1230. 17 SCALE =0. 1667
Causewa Y
Lumber Company
Old 41 Rd.
Bonita Springs,Fi34135
(239)992-3423
411WARNING69 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO DR. SUITE 200p MADISON, WI. 537191 AND WTCA (WOOD TRUSS COUNCIL
OF AMERICR 6300 ENTERPRISE LN, MAdISON WI 53719) FOR SRFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INOI&RTED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PH rL LS flND TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
�� %SP TRt��6• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATIONAL DESIGN SPEC,
BY AF&PRI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K] ASTM A653 GRADE
40/60 (W K/H S] GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
BE PERSANNEX6R3 OFSTPI 01 2002 SECIN3.PES 1AA0SEAL ONNTHISSPECTION DRAWING IINDICATES ACCEPTANCEOF PLAfES FOLLOWEDYOFI] SHALL
ON 6ESIN,28280
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER RNSI/TPI 1 SEC. 2.
TC L L 2 0.0 p S f
TC OL 15. OpS
BC DL OPSF
BC LL 1 0 . 0 p s f
TOT. LD . 55. OpsF'0/A
REF
DATE 04-14-2008
DRWG
B K E
LEN . 43
OUR. FAC . 1.25
SPACING 24.0••
ITYPE HIPS
Job : VUbbbUJ UUNSHN I / I UZ 'FU bTePdown Hip
To chord 2x4 SP SS :T2 2x4 SP #2 Dense:
Bo t chord 2x4 SP SS
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Rlpped::Lt Wedge 2x4 SP #3:
:At Wedge 2x4 SP #3:
Deflection meets L/360 live and L/240 total load.
Calculated vertical deflection is 0.61" due to live load and 0.55" due to dead
load at X = 21-6-0.
I1-11S UWU. F'KtF'HKtU bT IHt HLFINt JUb 1Jt51UNtK YKUUKHM F'KUI'I IKUOJ I'IrK b LHTUUI
140 mph wind, 31.31 Ft mean hggt RSCE 7-02 CLOSED bldg, not looated Within 6.50
ft from roof edge, CAT II, EX P �, wind TC bL=5.0 psF, wind BC OL=5.0 psF.
Calculated horizontal deflection Is 0.16" due to live load and 0.14" due to dead
load.
(A) 1x4 "T" brace. 807 len th of web member. Same speoles & grade or better.
Attach with 8d Box or Gun �0.113"x2.5",min.]nalls Cl OC.
T
N
O
N
1429' 4'.
43'
--2 43
Rv-2607# U-168B# W-B' Rv-2607# U-168 # 2•V�-
SEO = 20089
PLT . TYP . -WRVE FBC/TPI2002 (STD) C /RT-1.00 (1.2s) /lo ( o) OTY= 2 TOTRL= 2 REV. 7.24.1230. 17 SCALE =0. 1667
Causeway
Y
Lumber Company
'
J
282ao Old 47 Rd.
Bonita sprinar r-134135
(239)992-3423
-WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION], PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO DR., SUITE 200 MADISON WI. 537191 AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MADISON WI 537191 FOR�SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCtIONS. UNLESS OTHERWISE INOI6ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PRN LS A)p OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
..I�POTHNTOO FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH6 TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATIONAL DESIGN SPEC,
BY RF&PA] AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K] RSTM A653 GRROE
40/60 (W K/H S] GRLV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED
ON THIS 6ESI6N POSITION PER DRAWINGS 16OR-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I] SHALL
BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER ANSI/TPI 1 SEC. 2.
TC LL 2 0.0 P S F
TC ❑L 15.0(''�SF
P
BC DL 1 0 . 0 P S F
BC LL 1 0.0 P S F
TOT. LD . S
REF
DATE 04-14-2008
DRW G
B KE
0/171 LEN . 43
OUR. FRC . 1.25
SPACING 2 4.0
1 TYPE HIPS
Jab: (/Ub6tiUJ UUNSHN I / I UJ 4J' bTepdown Hip
Top chord 2x4 SP SS
Bot chord 2x4 SP SS :B3 2x4 SP #2 Dense:
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Rlpped::Lt Wedge 2x4 SP #3:
:Rt Wedge 2x4 SP #3:
Deflection meets L/360 live and L/240 total load.
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
140 mph wind, 31.73 ft mean hggt ASCE 7-02 CLOSED bldgnot located within 6.50
Pt from rooF edge, CAT II, EX P �� wind TC 6L=5.0 psF, wind BC DL=5.0 psf.
Calculated horizontal deflection is 0.15" due to live load and 0.14" due to dead
load.
(A) 1x4 "T" brace. BOX lengqth of web member. Same species & grade or better.
Attach with 8d Box or Gun TO.113"x2.5",min.)nails ® 6" OC.
i. 11' 21• 11•
43'
�2• 43'
Rv-2607# U-1705# W-8' Rv-2607# U-170 # 2'W-j-
PLT. TYP.-WAVE
Causeway
Lumber Company
28280 Old 41 Rd.
Bonita Sptings, F1 34136
(239)992-3423
FBC/TPI2002 (STD) Ca/RT-I.00 (1.25) /10 ( 0) OTY= 2 TOTAL= 2
N TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
OR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
ALLING L
APPLICABLE IPRbVISIONSNG N01' NOS P(NATIONAL PING TDESIGN SPEC,
S FIRE MADE OF 20/18/16GR (W,H/S/Kl RSTM 8653 GRADE
TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED
-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
EAL ON THIS DRAWING INDICATES ACCEPTANCE OF
LELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
REV. 7.24.1230.17
SEO =
SCALE
20093
=0.IGG7
TC LL
TC DL
BC OL
BC LL
TOT.LD.
20.0Psf REF
15.OPsf
10 - OPsf DRWG
10.OPsf
55.0 sf
DATE 04-14-2008
BKE
O/A LEN. 43
DUR . FAC .
1.25
SPACING
24. 0
ITYPE
HIPS
Job: L/UbbdUJ UUNSHN I/ I U'+ `fJ STepaown Nip
Top chord 2x4 SP #2 Dense :T1 2x4 SP SS:
Bat chord 2x4 SP SS
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Rlpped::Lt Wedge 2x4 SP #3:
:Rt Wedge 2x4 SP #3:
I_ 13'
11115 UWU. YKtVHKtU HY 11-it HLY1Nt JUb UtbIUNLK VhUbKHn rKUn IKU.75 nrK-5 LHYUUI
140 mph wind, 32.14 Ft mean hgt RSCE 7-02 CLOSED bldg, not looated within 6.50
Ft From roof edge, CAT II, EXP 6, wind TC 6L=5.0 psF, wind BC DL=5.0 psF.
Calculated horizontal deflection is 0.15" due to live load and 0.14" due to dead
load.
Deflection meets L/360 live and L/240 total lood.
17' -i 13'
43'
�2' 43'
Rv-2607# U-1722# W-6' Rv-2607# U-172 # 2V-8'
SEO = 20098
PLT . TYP . -WAVE FBC/TPI2002 (STD) c /RT-1.00 (1.2s) /io ( o) OTY= 2 TOTAL= 2 REV. 7.24. 1230. 17 SCALE =0. 16G7
Cau seWa Y
Lumber Company
'
28280 old 41Rda
Bonita Spfings.F134135
(239)992-3423
49WARNING9411 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 [BUILDING COMPONENT SAFETY INFORMATION], PUBLISH!O BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO OR. SUITE 200 MADISON, WI. 537191 AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MMISON WI 537191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDI6RTEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PAN,%�4S D�ggTTOM CHORD SHALL HAVE A PROPERLY RTTACHED RIGID CEILING.
IMP13 RNT6• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING B
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NAT]ONAL DESIGN SPEC,
BY AF&PR1 AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/KI ASTM AG53 GRADE
ON/60 THISWdESIGNI POSITIONEEL. APPLY PER DRAWINGSLATES TO 160A Z. EACH FACE ANY INSPECTIONUSS AND OF PLAfESHLESS FOLLOWEDE13YISE CIILSHALLO
BE PER ANNEX R3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
DESIGNERITPERND USETOF PI THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
TC LL 2 0.O P S f
TC DL 15.0 Sr
I—
BC D L 1 • O p S
[
BC LL 10 . 0 P S r+
TOT. L D . s
REF
DATE 04-14-2008
DRW G
B K E
OVA L EN . 43
OUR. F AC . 1.25
SPACING 24.0"
TYPE HIPS
Job: C7Ubb8UJ 0UNbHN I_ / I U5 4U ' 5tepdown h i p
Top chord 2x4 SP #2 Dense :T1 2x4 SP SS:
Bot chord 2x4 SP SS :B2 2x4 SP #2 Dense:
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Rlpped::Lt Wedge 2x4 SP #3:
:Rt Wedge 2x4 SP #3:
i 1s' I 13'
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRHM FRUM 1HU55 MFR'S LHYUUT
140 mph wind, 32.56 Ft mean hqt RSCE 7-02 CLOSED bldg, not located within 6.50
Ft From rooF edge, CAT II, EX P �, wind TC bL=5.0 psF, wind BC DL=5.0 psF.
Calculated horizontal deFlectlon is 0.14" due to live load and 0.13" due to dead
load.
Deflection meets L/360 live and L/240 total load.
15'
II 43'
F�2' 43'
Rv-260711 U-1740# W-8- Rv-260741 U-174 # 2-V-8'
SEO = 20102
PLT . TYP . -WAVE FBC/TPI2002 (STD) C /RT=1.00 (1.25)/lo ( 0) OTY= 2 TOTAL= 2 REV. 7.24. 1230. 17 SCALE =0. 1667
Causeway
Lumber Company
26260 o)a 41 rsa.
Bonita spfingS,P)34136
(239) 992-3423
■aWRRNINGOO TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING FIND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
OFRTE RMERIA, INSTITUTE,3D ENTERPRISERID LN,DMRbISONTEWI05)371911FOR,SAFETY3719) AND PRACTICESWTCR PRIORWTTODTRUSS PERFORMIN6NCIL
THESE FUNCTIONS. UNLESS OTHERWISE INDIEATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PANELS �D BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
llergoMAN * FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH RPPLICABLE PRbVISIONS OE NOS (NATIONAL DESIGN SPEC,
BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE
40/60 (W K/H S) GFILV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
ON THIS 6ESI6N POSION PER ORAWINGS 160FI-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
BE PER ANNEX 83 ITOF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER ANSI/TPI 1 SEC. 2.
TC LL 20 . S P S f
TC ❑L 15.OPsf
BC DL 10 . 0PSf'
BC LL 10 . 0 P S f
TOT. LD . 55. OpsF
REF
DATE 04 -14 -2008
DRWG
B K E
O/A LEN . 43
DUR . FRC . 1.25
SPACING 24 . 0 ��
TYPE HIPS
Job: (/Ubb8UJ UUNSHN I / I Ub L+J ' Stepdown H i p
Top chord 2x4 SP #2 Dense :T1 2x4 SP SS:
Bo t chord 2x4 SP SS :B3 2x4 SP #2 Dense:
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Rlpped::Lt Wedge 2x4 SP #3:
:At Wedge 2x4 SP #3.
Deflection meets L/360 live and L/240 total load.
THIS DWG. PREPHREU dY [HE HLPINE JUH UESIUINEK YKUUKHn rKUn iKU55 nrK 5 LHTUUI
140 mph wind, 32.98 ft mean hGt RSCE 7-02 CLOSED bldgnot loonted within 6.50
Ft From roof edge, CRT II, EX P �, wind TC 6L=5.0 psF, wind BC DL=5.0 psf.
Calculated horizontal deflection Is 0.15" due to live load and 0.13" due to dead
load.
(A] 1x4 "T" brace. 807 lenGGth of web member. Same specles & grade or better.
Attach with 8d Box or Gun T0.113"x2.5",min.)nalls ® 6" OC.
-f . 17'
43'
�2' 43'
Rv-2607# U-1757# W-8' Rv-2607# U-175 # 2•W-j'
SEO = 20106
PLT . TYP . -WAVE FBC/TPI2002 CSTO] c /RT-1.0o c1.2s) /io c o) OTY= 2 TOTAL= 2 REV. 7.24. 1230. 17 SCALE =0. 1667
Causeway
LUmber Company
28280 old 41 Rd,
Bonita spHnas- P134136
(239)992-3423
■*WRRNINGN• TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATIONI, PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO OR. SUITE 200 MADISON WI. 537191 AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MRBISON WI 5'37191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PAy%t�S g%r�R4�ggTTOM CHORD SHALL HRVE R PROPERLY ATTACHED RIGID CEILING.
•.IMPORTFiNTOf FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS� IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATIONAL DESIGN SPEC,
BY AF&PR) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/S/Kl ASTM A653 GRADE
40/60 (W K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED
ON THIS 6ESI6N POSITION PER DRAWINGS 16OR-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL
BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER RNSI/TPI 1 SEC. 2.
TC LL 2 0.0 p s F
TC DL 15.OpsF
BC DL 10-OPSP
BC LL 10 . 0 p S F
TOT. LD . 55. OpsFO/A
REF
DATE 04-14-2008
ORW G
B K E
LEN . 43
OUR . FA C . 1.25
SPACING 2 4.0
ITYPF HIPS
Job:C70668U] OONSANT / TU/ 43' Stepdown Hip
Tap chord 2x4 SP #2 Dense :T1 2x4 SP SS:
Bo t chord 2x4 SP SS
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Ripped::Lt Wedge 2x4 SP #3:
:Rt Wedge 2x4 SP #3:
Deflection meets L/360 live and L/240 total load.
Is 5•
THIS UWG. PREPHREU BY IHE HLr1NE JUB UESIGNEK rKUUKHPI rKUn IKUaa IIrf( b LHTUUI
140 mph wind, 33.39 Ft mean hqt ASCE 7-02 CLOSED bldg, not located within 6.50
Ft From roof edge, CRT II, EX P �, wind TC 6L=5.0 psF, wind BC DL=5.0 psF.
Calculated horizontal deflection is 0.14" due to live load and 0.13" due to dead
load.
(A] 1x4 "T" brace. 807 lengqth of web member. Some speoies & grade or better.
Attooh with 8d Box or Gun In
® 6" OC.
N
in
I—e 91 4"
43'
�2• 43'
Rv-2607# U-1775# W-B' Rv-2607# U-177 # 2*W-_J'
SEO = 20110
PLT . TYP . -WAVE FBC/TPI2002 (STD] C /RT®i.00I1.2s1 /io c o) OTY= 2 TOTAL= 2 REV. 7.24.1230. 17 SCALE =0. 1667
Cc1USP.Wa�/
Lumber Company
' y
�+
28290 ota 41 ea.
Bonita s"OnQ3,F(34136
(239)992-3423
•9WRRNING111• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 D'ONOFRIO OR. SUITE 200 MADISON WI. 537191 AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MABISON WI 557191 FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INOI6ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PAN S g 0 BOTTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
i1I�POR ANT96 FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS� IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PREVISIONS 01` NOS (NATIONAL DESIGN SPEC,
BY AF&PA1 AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GS (W,H/S/K1 RSTM AS53 GRADE
40/60 (WJ,K/H S1 GRLV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED
ON THIS UESI6N POSITION PER DRAWINGS min-2. ANY INSPECTION OF PLATES FOLLOWED BY (I] SHALL
BE PER ANNEX n3 OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER RNSI/TPI 1 SEC. 2.
f R
TC LL 20.OpSEF
TC DL 15.OPSf DATE
BC DL 10. OPSF,D
BC LL L�
1 O . O P S r
TOT. LD . 55. O S F
04-14-2008
RW G
B K E
0 /A LEN . 143
OUR. FAC . 1.25
SPACING 24.0"
ITYPE HIPS
Job : L/ UbbbUJ UUNbhN I / I L)b Ltd STepdown Hip
To chord 2x4 SP SS :T3 2x4 SP #2 Dense:
Bo t chord 2x4 SP SS :B2 2x4 SP #2 Dense:
Webs 2x4 SP #3
:Lt Nailer SP RIPWP ::Rt Nailer SP Rlpped::Lt Wedge 2x4 SP #3:
:Rt Wedge 2x4 SP )t3.
OeFleotlon meets L/360 live and L/240 total load.
INIS UWG. FKtVHHtU BY IHL HLNINL JUb UE61UNLK FKUGKHM fKUM IKuSS MrK"S LHTUUI
140 mph wind, 33.81 Ft mean hGGt RSCE 7-02 CLOSED bldg, not located within 6.50
Ft From roof edge, CRT II, EX P �� wind TC 6L=5.0 psF, wind BC DL=5.0 psF.
Calculated horizontal deflection Is 0.15" due to live load and 0.13" due to dead
load.
CR) 1x4 -T- brace. 807 lenGGth of web member. Same species & grade or better.
Attach with 8d Box or Gun i0.113"x2.5-,min.)nails ® 6- OC.
u' i-' i 21' i
b
0
29'4-
43'
�2' 43' J
Rv-2607# U-1792# W-9- Rv-260711 U-179 # 2•V-8'
SEO = 20114
PLT . TYP . -WAVE FBC/TPI2002 CSTD) C /RT®1.00 C1.2S) /10 C o) OTY= 2 TOTAL= 2 REV. 7.24.1230. 17 SCALE =0. 1667
Causewa
Lumber
Lumber Company
'
Cf�BRACING
J
28280 old 4�1 Rd.
Bonita Springs, F1 34136
(239)992-3423
44WARNING6111 TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION], PUBLISH�O BY TPI (TRUSS
PLATE INSTITUTE 583 O'ONOFRIO DR. SUITE 200 MADISON WI. 537181 AND WTCA (WOOD TRUSS COUNCIL
6300 EUNLESSIOTHERSE WISEBINDICATED, TOP )CHORD SFOR HF L Y PRACHAVETPROPERLY ATTACHEDICES PRIOR TO FSTRUCTURAL MING
OF THESE
PAySGg TTOM CHORD SHALL HAVE R PROPERLY ATTACHED RIGID CEILING.
■�I PR RI��11• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS6 IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATIONAL DESIGN SPEC,
BY AF&PR) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2O/18/16GA (W,H/S/KI ASTM A653 GRADE
'40ON/60 THISWbESI6N) POSITIONEEL. APPLY PER DRAWINGSLATES TO 16OR Z. EACH FACE OF ANY INSPECTIONUSS OF PLATESNLESS FOLLOWEDEBYISE (I)LSHALLD
BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITPERND USETOF PI THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
IESIGNER,
TC LL 2 0.O P S �
TC DL 15 . OPSf
10.[+
BC OL 0 • OPSr
BC LL 10 . 0 P S F
TOT. LD . s
REF
DATE 04-14-2008
DRWG
B KE
DMA L E N . 43
DUR . FAC . 1.25
SPACING 2 4 . 0 "
TYPE HIPS
Ins�:>F=■n
Tap chord 2x4 SP SS
Bo t chord 2x4 SP SS :62 2x4 SP #2 Dense:
Webs 2x4 SP #3
:Lt Nailer SP Rlpped::Rt Nailer SP Ripped::Lt Wedge 2x4 SP #3:
:Rt Wedge 2x4 SP #3.
DeFleotion meets L/360 live and L/240 total load.
11115 UWG. rKtrNKtU bT IHt HLrLNt JUC Ut.7lbNtm rHubnnri rnun imuaJ rirr% a LHTUUI
140 mph wind, 33.91 Ft mean hGt RSCE 7-02 CLOSED bldgnot located within 6.50
Ft From rooF edge, CAT II, EX P L�, wind TC 6L=5.0 psF, wind BC OL-5.0 psF.
Calculated horizontal deFlection Is 0.15" due to live load and 0.13" due to dead
load.
(A] 1x4 "T" brace. 807lengqth of web member. Same speoles & grade or better.
Attach with Bd Box or Gun iO.113"x2.5",min.]naIIS ® 6" OC.
21'6- -I- 21.6- 1
m
0
�29' 4"
43'
F 2- 43'
Rv-260741 U-1796# W-B- Rv-2607# U-179 # 2'.A-
SEO = 20118
PLT . TYP . -WAVE FBC/TPI2002 (STO) c /RT-1.00 (1.2s1 /lo ( o] OTY= 1 TOTAL= 1 REV. 7.24. 1230. 17 SCALE =0. 1667
Causeway
Lumber Company
'
28260 old 41 Rd.
Bonita Springs,Fi34136
(239)992-3423
ofARNING111• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO BCSI 1-03 CBUILOING COMPONENT SAFETY INFORMATION], PUBLISH�D BY TPI (TRUSS
PLATE INSTITUTE 583 D'(1NDFRID OR., SUITE 200 MROISON, WI. 537191 AND WTCR (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MADISON WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDI&ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL
PRN 4S ND B TTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGI❑ CEILING.
■■IF�PO�TRN�•■ FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH� TRUS§ IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING &
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS O� NOS (NATIONAL DESIGN SPEC,
BY RF&PAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GR CW,H/S/K) ASTM A653 GRADE
40/60 (WK/H S) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED
ON THIS 6ESI6N POSITION PER DRAWINGS ISOR-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I] SHALL
BE PER ANNEX AS OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
DESIGNER PER RNSI/TPI 1 SEC. 2.
TC LL 20. 0PSf REF
TC DL 15 - OpSf DATE
I-
BC DL P S F
BC LL 10 . O S F
P
TOT. LD . 55 . O s f
04-14-2008
DR W G
B K E
0/R LEN . 43
DUR . FRC . 1.25
SPACING 24.0"
ITYPF COMN
Job: L/Ub-btJUJ UUNSHN I/ I lU LfJ ' 51'eodown H 1 o U I rder
Top'chord 2x6
SP SS
:T1 2x4
SP SS:
Bot chord 2x6
SP SS
Webs 2x4
SP #3
:W4 2x4
SP #2
Dense:
:Lt Nailer SP
Ripped::Rt
Nailer
SP
Ripped:
SPECIAL LORDS
------(LUMBER
DUR.FAC.=1.25
/ PLATE
OUR.FAC.=1.251
TC - From
72 PLF
at -2.00
to
72 PLF
at 45.00
BC - From
22 PLF
at -2.00
to
22 PLF
at 0.00
BC - From
40 PLF
at 0.00
to
40 PLF
at 43.00
BC - From
22 PLF
at 43.00
to
22 PLF
at 45.00
TC - 480 LB
Cono.
Load at
7.00,
36.00
TC - 220 LB
Cono.
Load at
9.06,
1106,
13.06, 15.06,
17.06
19.06, 21.06
21.94,
23.94
25.94,
27..94,
29.94, 31.94,
33.94
SC - 738 L6
BC - 138 LB
Conc.
Cono.
Lond a1
Load at
7.00,
9.06,
36.00
11.06,
13.06, 15.06,
17.06
19.06, 21.06,
21.94,
23.94,
25.94,
27.94,
29.94, 31.94,
33.94
THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S
2 Complete Trusses Required
Nailing Schedule: (0.120-x3"_Gunsails)
Toy Chord: 1 Row 9 9.50" o.c.
Bo t Chord: 1 Row 012.00" o.c.
Webs : 1 Row 6 4" a.c.
Use equal spacing between rows and stagger nails
In each row to ovoid splitting.
140 mph wind, 30.88 Ft mean hqt RSCE 7-02 CLOSED bldg, not located within 4.50
Ft From roof edge, CRT II, EX P �, wind TC 6L=5.0 psF, wind BC DL-5.0 psF.
Calculated horizontal deflection is 0.14" due to live load and 0.12" due to dead
load.
Deflection meets L/360 live and L/240 total load.
Calculated vertical deFleotion is 0.81" due to live load and 0.70" due to dead
load at X - 18-7-3.
�7• I 29• 7-
T
N
N
�-0 9' 4"
43'
�2• 43'
Rv-6326# U-5217# W-eRv-6326# U-521 # 2-W-_A'
SEO = 20077
PLT . TYP . -WAVE FBC/TPI2002 CSTD) C /RT-1.00 (1.25) /10 ( oI OTY= 1 PLIES= 2 TOTAL= 2 REV. 7.24. 1230. 17 SCALE =0. 1667
Causeway
Lumber Company
'
•
2a290 Old a1 Rd.
Bonita sprinaf;,F13dt36
(239)992-3423
etWARNI G00 TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTALLING AND
BRACING. REFER TO BCSI 1-03 CBUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS
PLATE INSTITUTE 583 D•ONOFRIO DR. SUITE 200 MADISON WI. 537191 AND WTCA (WOOD TRUSS COUNCIL
OF AMERICA 6300 ENTERPRISE LN, MA61SON WI 5'3719I FOR SAFETY PRACTICES PRIOR TO PERFORMING
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHRLL HAVE PROPERLY ATTACHED STRUCTURAL
PA �l,S g OTT CHORD SHALL HAVE fl PROPERLY ATTACHED RIGID CEILING.
�� MPGR Fl Tilf FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED
PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO
BUILD TH( TRUS� IN CONFORMANCE WITH TPI: OR FABRICATING HANDLING SHIPPING INSTALLING B
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PRbVISIONS U NOS (NATfONAL DESIGN SPEC,
BY AFBPRI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA CW,H/S/KI ASTM A653 GRADE
ON THIS0/60 WbESINN) GALV POSITIONEEL APPLY PEA DRAWINGSL160A Z. EACH FACE OF RNY INSPECTIONUSS OF PLATESNLESS FOLLOWEOEBYISE CIILSHALLO
BE PER ANNEX RN OF TPI 1-2002 SEC. 3. R SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY USE COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING
TPI THIS
PERAND
TC LL 2 0.0 p S F
L�
TC DL 15 . 01' s
I-
BC DL 1 0 - 0 p S F
BC LL 10 . 0 p S F
TOT. Lo . 55. 0 S F
REF
DATE 04 -14 -2008
DRWG
B KE
D/A LE N . 43
DUR ..FAC . 1.25
SPACING 24.0"
TYPE HIPS