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FIND L GAJ NGTES
Cde: *'lorda Building Cede 2017 and ASCE-7-10
UiY resat- 130 mYr
5.: ���3�� ��ir?d Speed- �ui�' •,
✓brtance ,or: I -- .0 Building Category: 11
Enclosure: Enclosed Building
Internal Pxess re Coef€ctent GCpi = y, 8 or
Ind Pressure to Indo-ws/ Doors
`Mean Root Height 25'}
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Zone - Effective wind area(s�l Wind loads[psf�
Positive Suction
Interior 0 +41.0 -44.5
I 20 +39.1 -42.8
50 +_30.7 -40.2
1100 +34.9 -38.3
End Zone 0- _040
z0 +39.1 -51.3
50 +30.7 -45.3
100 -1-3d o -42.6
NOTc:
AIMS Design pressure = Ultimate Pressure x 0.5 or
Divide with 1.6
FRAMING NGT.S
1. Timber:
All wood framing shall be tabricated and installed as per Ai-, &
TPI & National Design SPecification for Wood Construction.
Provide temporary top chord bracing until root sheathing is in Macs.
Ali wood members exposed tc weather shall be pressure treated.
Pre-engineered wood trusses shall compiy with T uss Plat Institute
Stan and with proper dead, live and wind "loads. Drawings shall be
signed and sealed by professional engineer registered in the
Sa-e of Florida.
' Provide hurricane clips at bUth ends or each rafter and }r'Uss.
4 The number and size of `=s connecting to ,wood members embers shall not be
less than those speed is zz EBC 2010 Table 2304.9.1 t=aste�?ing
Schedule.
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