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