HomeMy WebLinkAboutRevisions; TrussDocuSign Envelope ID: F8BFC7AB-B375-44AB-AOB8-AEOFB93A5DC2
FL Design Build Inspect CRC1331263 I AA26003142 1 H110776
Architecture + Construction + Home Inspection 772.321.4500 1 frank.liebler@gmail.com
6/1/21
To: St Lucie County Building Department
Re: permit # 2104-0260
See revisions below and the plans dated 6/1/21.
1. The truss company changed to Al Trusses. See approved truss layout attached. The connector and
connection schedules have been modified. Footing F4 has been removed.
2. The framing info was removed from A-3 and relocated to new sheet A-6.
Thank you,
EDocuSigned by:
r U�
935FAF30E92486...
6/1/2021
leis P. U":4 ..y
AR97108
Frank Liebler
Owner / Architect / Contractor
FL Design Build Inspect
Construction + Architecture + Home Inspection
CRC1331263 I AA26003142 I H110776
frank.liebler@gmail.com
c 772.321.4500
DICE Copy
BLDG DEPT CORRESPONDENCE 1 1 of 1
DocuSign Envelope 10: F8BFC7AB-B375-44AB-AOB8-AEOFB93A5DC2
SHADED: TRUSS
ROOF RAFTERS TO TRUSS: BEAR ON JACK POST, STRAP TO JACK POST W/ S. H6
2x4 JACK POST: SISTER TO TRUSS VERT W/ 12D @ 12" OC
CLG RAFTER: 2x8 @ 24" OC. SISTER TO TRUSS W/ (4) 12D NAIL
CONNECT RAFTERS @ INTERSECTION W/ 1/2" BOLT
ROOF RAFTERS BY ARCHITECT:
2x8 @ 24" OC
TRUSS OVERFRAMING
ROOF RAFTERS TO TP W/ S. TSP
FRAME KNEEWALL:
SIDING OVER WRB 1/2" PLY OVER OVER
— 2x6 MIN @ 16" OC, EA STUD TO TOP/BOT
PLATES W/ S. SPH6 OR TSP. BP TO BOND
BEAM W/ 1/2" AS @ 32" OC.
ROOF RAFTER LOADS:
+5301-436 (EA END)
3. ENTRY PORCH SECTION
SCALE: 1/4"= V-0"
2. ENTRY PORCH SECTION
SCALE: 1/4"= V-0"
ROOF RAFTERS
'P ROOF RAFTER TO
BEAM W/S. HETA20� /
BEAM PER FLOOR PLAN KEYNOTES
1
1. ENTRY PORCH SECTION
SCALE: 1/4"= T-0"
ROOF RAFTERS
CJ02
CJ04
CJ06
J07P
J07P
J07P
J07P
J07P
CJ06
CJ04
CJ02
2x4 X BRACING @ 48" OC W/ (2) 120 EA END 8. TRUSS VERT
2x4 BLOCKING @ 48" OC
-I-' 1P'
' MATCH TYP SOFFIT FASCIA UNO
SIDING OVER WRB OVER 1/2" CDX PLY
GABLE END TRUSS BY MFR
2x4 V STIFFENER AS REO BR MFR.
ATTACHTO END TRUSS VERTS W/ 10D @
6" OC UNO.
TRUSS VERT TO END WALL W/ S. HETA20 OR
HGAM10 @ 32- OC FOR MASONRY/CONC. FOR
FRAME WALL USE S. HGA70 @ 24" OC.
CONT 2x4 LATERAL SIR ACING @ 48" OG, ATTACH J
TO EA TRUSS BC (IN XUDING END) W/ (2) 12D. END WALL
ATTACH TO =ND TRUSS BC W/ S. H2.5
8'
CONNECTION(CXN)SCHEDULE
TRUSS ACTUAL ACTUAL
CONNECTED ELEMENTS
REACTION.
UPLIFT
GRAVITY
CONNECTOR ID
Au truss to ona Deam
locations uno
truss
co -
valley truss to ea supporting
truss
truss
CO-6
A01
Y
truss
CO-7
A26
AD
truss
CO-7
CO3
all
truss
CO-3
D02
all
truss
CO-3
1. Connector ID references the connector (CO) schedule.
2. All loads are checked by architect, loads left blank were checked but are not required to be listed.
3. Actual loads listed in this schedule are worst case, actual may be lower than listed but never higher.
4. If'connected elements' contains 'truss, reference loads in truss package. If no reaction points specified use
connector for all nesessary points.
ramI
CONNECTOR(CO)SCHEDULE
ALLOW ALLOW
• CONNECTED ELEMENTS UPLIFT GRAVITY CITY MrR MODEL
CO-1 see CXN sched 1810 1 Simpson HETA 20 To truss w/ (9) 10d x 1.5"
CO-2
see CXN sched
2035
2
Simpson
HETA 20
To single ply truss w/ (10) 10d x 1.5"
CO-3
see CXN sched
2500
2
Simpson
HETA 20
To multi ply truss w/ (12) 16d
To conc w (4) .25" x 2.25" tapcon. To truss w/ (10)
CO-4
missed or misplaced co-1
1175
1
Simpson
HTSM20
10d x 1.5"
To conc w (4) .25" x 2.25" tapcon. To truss w (10)
CO-5-missed
or misplaced co-1
2350
2
Simpson
HTSM20
30d x 1.5"
To valley truss be w (3) 10d x 1.5". To supporting
CO-6
see CXN sched
370
11
Simpson
VTCR
truss tc w/ (4) 10d.
To truss w (22) 10d nails. To conc w 5 8" TR epoxied
CO-7
see CXN sched
3965
1
Simpson
MGT
12" into bond beam.
1. Refer to connection CXN schedule for connector locations.
2.'OTY' referes to the number of connectors used per per ea connection (connected elements). If city left blank, refer to drawings.
GABLE END WALL BRACING DETAIL RECEIVED
SCALE:NTS
JUN 0.3 1021
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4/5/21
SHEET
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6/1/2021
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AR97108 h
CONVENTIONAL ROOF FRAMING PLAN
SCALE: 1/4"= V-0"
DocuSign Envelope ID: F8BFC7AB-B375-"AB-AOB8-AEOFB93A5DC2
I
CJ02
CJ04
CJ06
J07P
J07P
J07P
J07P
J07P
CJ06
CJ04
CJ02
C"!�n �° 31'1" 35'8"
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CDocv9igned by:
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6/1/2021
NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO =
LEDGER CONNECTIONS BY BUILDER. o
(UNLESS NOTED OTHERWISE) m
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NOTE: ALL CEILING DROPS BELOW BEAM ARE N '� Y a w o
BY BUILDER. (UNLESS NOTED OTHERWISE) ° E m a o 0
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_ * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW w L w m
TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING m me ° T a E "
DESIGNER IS RESPONSIBLE FOR THE STRUCTURAL " �`° 0 c
of N y p '(;t Z a N N
STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE 2 r - o a 0.2 ti
INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o � E 0 cal.
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/ GRAVITYAND UPLIFT LOADS. ° m a t= a N
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FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 ¢ N w a a' o
AND/OR ENGINEER OF RECORD. a o 3 d 8v
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a LOADING ROOF FLOOR WIND LOAD m a a o 0
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LIVE LOAD 15 ASCE 7-16 2; 8 2 3 a a g c
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TOTAL LOAD 40 FBC 7th Ed. 2020 Res. . ° N U 10 c m«mamL as 3 ca ao 2-0
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It is understood that above m E-" a o o U)
APPROVED ° m
conditions have been reviewed & ¢
C a C C .a) L d 2
are acceptable for the fabrication Q APPROVED AS NOTED o �, o w ?
at trusses, elevations, pitches, ° a c
overhangs, fascias,ceiling REVISE AND RESUBMIT
elevations/pitches, bearing u; 'm -�, =Oy � m a m
pertaining me""Em
conditions &all detail ertainin N w 2 a° E a
E c_ co this truss placement plan. No , a= 8 8 s a g
back charges will be accepted m ? o ~ g f _ 6m
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without previous written approval DATE ' M 2 o o 2 a= 0
W 8- & a 8 W
from an A-1 Roof Trusses 4) WW .2 1- , i. = .__ :a m
representative. REVIEWED BY & 0 ° = w `o
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DATE 4/15/21 oCao-82o>Eo�
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4451 St Lucie Blvd a_
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Fort Pierce FL 34946 N Z g E a- 8� 2 2
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