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ROOF PLAN <br />A0'_R" <br />NOTES <br />INFORMATION PRESENTED IN THIS LAYOUT 15 <br />ONLY TO CONVEY THE DESIGNER'S INTENT. <br />FINAL FLOOR AN ROOF FRAMING PLANS <br />(INCLUDING PERMANENT SUPPORTS) MUST BE <br />ENGINEERED BY THE TRUSS SUPPLIER <br />TYPICAL INSIDE CORNER <br />6ECTION Ala 11 <br />SCALE:I°=1'-O' <br />Pf <br />RO <br />TOP PLATE <br />CTLn A b <br />TYPICAL OUTSIDE CORNER <br />SECTION 111011 <br />5CALE:1 ° =1' -0" <br />A4 l EAfRING; ON COLU'1�1N <br />-,�r 11 SON <br />CONNECTOR <br />H10 51Mf=,50N CONNECTOfR <br />NT5 <br />PROPOSE^ <br />ROOF TRUS <br />ETA WITH T66 <br />1''1 T,41(q 5111f=50N CONN CTOfR <br />k4E TA 20 & 11„1F,5ON CONNECTOfR <br />NTS <br />STRAP <br />ANCHOR <br />COF�N FFP,.At-I ING� IDT,4 I L <br />SCALE: N.T.S <br />GIRDER TO GIRDER CONNECTORS TO BE SELECTED 8Y TRUSS DESIGNER <br />511150N CONN CTOF T,4 L <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-16, & FBC 2020 <br />(7th. EDITION). <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />9909 Wollaston Drive <br />Dade City, Fl. 33525 <br />Ph. 813-469-2289 <br />Email: dwsflpeg@gina1Lcom <br />a ®-� <br />3608 <br />o <br />�� 4r, bgaa�a9am �� <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-15-21 <br />DRAWN BY: L.E.D. <br />REVISION: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />DATE: <br />PROJECT ADDRESS: <br />3855213th. ST. <br />Zephyrhills, Florida 33542 <br />ITEM NO. <br />CAT. NO. <br />NO. OF FASTENERS <br />UPI IFT <br />LOAD <br />REMARKS <br />CONTRACTOR: <br />BUTTERFIELD INVESTMENTS LLC. <br />HOUSE PLAN <br />OI <br />META16 <br />12-106 x1-1/2 <br />1490 1* <br />Ol <br />HE TA20 <br />181014 <br />SEE DETAIL <br />0 <br />2/META16 <br />12-106 x1-1/2 EACH <br />1490 " EACH <br />O3 <br />H10 <br />8-Sd x 11/2" <br />905 " <br />SEE DETAIL <br />H2.5 <br />415 0 <br />415 <br />ROOF PLAN <br />DWG, BF-52-AS REV, 0 <br />OMT530 <br />10-10d x 1 1i2 " <br />995 # <br />O <br />MBHA 3.12-11.25 <br />18-106 EACH <br />1885 " <br />43800 <br />O <br />SP4 <br />GIRDER TO GIRDER <br />CONNECTORS <br />TO BE SELECTED <br />BY TRUSS DESIGNER <br />