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SMOKE DETEC'fORS SUAlL BE ELECTRIC
POWERED (AC) IN J'LL NEW CONSTRUCTION
,NFPA..l0') & NFPA. 74 LiFE SAFETY CODE.
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CONlAAOTOOG OR ()WNelS
All Of YOUR SU~CONTAAOTORS
MUST BE REGISTEAEO WITH CITY,
General Notes:
I, All reintorcing steel shall be ASTM A 615, Grade 40 (mill).
2, Anchorages shall be hot-dipped galvanized I after fabrication per AST~1 A 90.
3. Trusses shall be designed per Sl3e and TPI specifications and certified by a
Professional Engineer registered ill the state of Florida,
4. Window's, exterior doors, garage doors and other vendor-provided exterior
cladding shall comply with the design criteria set torth in the following wind load
notes,
Wind Load Notes:
- *'...
Design Velocity == 100 Mph
Specifications == Sl3e 1991 including 1992 and 1993 addendums, section 1205,
Net uplift per truss bearing connection == 367,9 Ibs.
F actor of safety against overturning == 1. 5 ,
Maximum unit shear at root/ceiling diaphragm == 282,6 plf.
Maximum unit wall shear at midheight wall == 483,2 plf.
Shearwalls.front and rear elevations, fasten sheathino w/ 8d nails @ 3" o,c edges
12" o,c interior. 0:;;'
Shearwalls.left and right elevations, fasten sheathing w/ 3d or larger nails rw. 6"
d 12" . ' ~
o.c, e ges, o,c, mtenor.
9, Install I-Simpson LTT20 w/ 1/2" All and 10-16d nails at each end of shear walls,
PLANS HEVIEWEO
01\ rE IcY./ Z ".if ,-' ,,~_
BUllOING O~PT: APPft9V~~
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~ here~y certif~ th~t U1a\'e1.eviewed the attached design and found it to be in
l:omphance WIth ~etrlo IlO of the Standard Builfngfode.
. . S'/z./f~\
Date
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APPROVEOBY:
I hereby certify that I have reviewed the attached ~e~igll ~nd found it to be in
compliance w~ ec . 205 of the Standard 1Ag Code.
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DRAWN BY ~< '< I
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