HomeMy WebLinkAboutLETTER ABOUT TRUSSA�rchitectonic Inc
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Jhom It May Concern:
se be advised our office has reviewed and is providing the following modifications as noted below and
cted in provided details.
1. Truss GR1: On the 2"d bearing, (1) FGTR & (1) Simpson Heta 20 shall be used in lieu of (2) FGTRs.
2. Trusses B8, CS, CR, CO, CID, CO, CN, CM, CL, CK, G: P.T. 2"x8" leg & P.T. 2"x8" scab to be installed per
detail.
3. @ Front Entry: P.T. 2"x12" wood beam to be added per detail.
our office should,you have any questions.
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Delaware Avenue
Pierce, Florida 34950
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Tel: 772 460 7751 www.architectonicinc.com
Fax: 772 460 4244 FL Reg #AA26003348 1 of 1
Architectonic Inc
16d NAILS @ 4"
O.C. STAGGERED---,, M,TRUSS
P.T. 2"x8"
SIMPSON HETA 20->11 II l<P.T. 2"x8" LEG
CMU WALL
v
TRUSS DETAIL @ TRUSSES:
B81 CS, CR, CQ, CP, CO, CN, CM, CL, CK, CJ
Delaware Avenue Tel: 772 460 7751 www.architectonicinc.com
Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1
rchit¢ctonic Inc
TRUSSES
SIMPSON MTS16 @ EA. TRUSS TO WD. BEAM
P.T. 2"x12" WD. BEAM W/ 16d NAILS @ 8" O.C. STAGGERED BOTH SIDES
MU WALL
IMPSON MSTAM24 @ 48" O.C.
TRUSS DETAIL @ ENTRY
/QGNP SEAZ .•.
:)elJV Tel: 772 460 7751 www.architectonicinc.com
Pierce, Florida 34950 Fax: 772 460 4244 FL Reg #AA26003348 1 of 1