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iQ SIMPSON META20 <br />® SIMPSON HETA20 <br />® SIMPSON MGT <br />aQ SIMPSON HUS 26 <br />© SIMPSON HGUS 26-2 <br />© SIMPSON Hi <br />QQ SEE GABLE END DETAIL <br />SIMPSON LSfAl2 <br />VERIFY ROOF PLAN WITH <br />TRUSS MANUF. DRAWINGS <br />AND CALCUTATIONS. <br />SIMPSON CONNECTOR TABLE <br />REM NO. <br />I CAT. NO. <br />NO. LF FABTE,ERB <br />UPLIFT <br />LOAD <br />REMARKS <br />O <br />META* <br />12-1" xI-V1 <br />14W • <br />BEE DETAIL <br />0 <br />2A" STA16 <br />12-1" x1-1/2 <br />14W • EAC 4 <br />O <br />i-w <br />6-bd x 14, <br />am • <br />WE DETAIL <br />0 <br />"n <br />4s • <br />41b <br />0 <br />MTSW <br />IV-wd x IIV <br />998 <br />O <br />"514A 3.12-IUS <br />1640d EACH <br />NIM • <br />43W <br />ri <br />WIRVER TO GIRDER CCNJECTORB TO ISE SELECTED ISY TRUBB DEGMER <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 />b <br />tat®�N SUM%�� <br />®��•"•�NSE ••% ®® <br />Q • N . <br />• F <br />PRO41CIE WIN. <br />AT ROOF FOR <br />UL-263 <br />D.C. <br />MIN. 1/2" FIRE RATED SHEATHING <br />UL-338 I I 11 <br />2 HR FIRE WALL IN ATTIC SPACE <br />(2) LAYERS OF 5/8' TYPE SIP GYM <br />ON BOTH SIDES OF CONTINUOUS PRE -Dr. <br />2z TRUSS W/ WEBBING AS NAILER <br />n \ SECTION FOR 2 HOUR FIRE _WALL IN ATTIC <br />UNIT #3 <br />TYPICAL INSIDE CORNER <br />SECTION 11a 11 <br />SCALE:I" =1'-m" <br />ENGINEER OF RECORD <br />David W. Smith, M.S., P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />9909 Wallaston Drive <br />Dade City, Fl. 33525 <br />Ph. 813-469-2289 <br />Email: dwsflpeg@gmail.com <br />UNIT #4 1 UNIT #5 1 UNIT #6 <br />�n Z <br />Ile= I' 0' ROOF PLAN <br />/1 <br />PRELIMINARY ROOF PLAN <br />FOLLOW TRUSS SUBCONTRACTOR PLANS <br />TYPICAL OUTSIDE CORNER <br />SE CT 1 Oil 111011 <br />5 X11 5 AidING; ON COL1,1 IN <br />DATE: 01-12-21 <br />DRAWN BY: L.E.D. <br />REVISION: DATE: <br />R01 <br />RO 2 <br />M 1Y, <br />ANCHOR <br />COiRN iR ID E T,41 <br />SCALE: N.T.S <br />Roof -to -Wall Uplift Connections <br />per Table R908.8.1 <br />Greater than 6' from bldg. corner <br />140 Vuilt Span = 32'-0" <br />40' =-559.12 +-13.93x 8.66=-120.63 =-679.75 <br />Roof -to -Wall Uplift Connections <br />per Table R908.8.1 <br />Within 6' from bldg. corner <br />140 Vult Span = 32'-0" <br />40' =-837.18 +-20.93x 8.666=-181.25 =-1018.43 <br />UNIT #7 <br />PF <br />RO <br />TOP PLATE <br />NOTES <br />INFORMATION PRESENTED IN THIS LAYOUT IS <br />ONLY TO CONVEY THE DESIGNER'S INTENT. <br />FINAL FLOOR AN ROOF FRAMING PLANS <br />(INCLUDING PERMANENT SUPPORTS) MUST 6E <br />ENGINEEIRED 5Y THE TRUSS SUPPLIER <br />UNIT #8 <br />r 11 -,11 11 <br />CONNECTOR <br />�410 S 1t-1fSON COIN CTOfi , <br />NTS <br />CONTRACTOR: <br />UNIT #9 <br />BUITERFIELD INVESTMENTS, LLC <br />Plans By: <br />Larry IeMontnollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />UNIT #10 <br />PROPOSEr <br />ROOF TRUE <br />:TA WITH TSS <br />1*-'1ETA1(q 511*-IfSON CONK CTOfR <br />NTS <br />PROJECT ADDRESS: <br />5827 7th. ST. <br />ZEPHYRHILLS, FL. 33542 <br />TOWNHOUSE PLAN <br />�� <br />DWGS. BF-TH-001 <br />SHT. 6 OF 11 REV. 0 <br />. .. <br />