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2X4 PLATE FASTENED W/ "m ANCHOR BOLT W/2" FLAT WASHER VVMIN. EMBEDMENT 4" INTO BOND BEAM 4' -0" O.G. TYP. 2X4 VERTICAL BRACE ADDED TO EVERY VERT. OVER 4' IN LENGTH, BRACE TO BE MIN. 8095 LENGTH OF VERT. TRUSS MEMBER. FASTEN BRACE TO VERT. W/16d COM. NAILS ® 12" O.G. BOTTOM CHORD OF TRU55 FASTENED TO PLATE W/16d GOM. NAILS 0 12" O.(f,. "CIP ANCHOR BOLT W12" FLAT WASHER W/MIN. EMBEDMENT 4" INTO BOND BEAM ® 4' -0" O.G. TYP. 2X NAILER 2X4X8' LATERAL BRACING CONTINUOUS, O.G. FOR 110 MPH„ 5' -0" O.G. FOR 120 MPH) '-2X4 BLOCK NAILED TO EA. W/4 16d 2" GYP. CEILING BOARD NAILS 71'P. ENS TRUSS 70 MASONRY E, N.T.S. NOTES: Q SEE WALL SECTION NOTES FOR SHEATHING 5PEGIFIGATION5. 2) END JOINT5 OF THE ROOF SHEATHING SHALL BE 5TA6GERED AND OCCUR OVER 2x 4 FRAMING MEMBER5. AT EDGES. ROOF DIAPHRAM NAILING SCHEDULE (OABLE5) 2' -0" O.G. �" PLYND. — 16d 08" O.G. MIN. RIDGE LINE HETA16 - OR ad RING SHANK ® 6" O.G. FIELD, 4" O.G. EDGES HT5M16 SHEAR DIAPHRAGM 10 8d X 1 1/2" a 1 Bd COMMON NAILS ®12" O. G. INTERMEDIATE 1045 0 ad X 1 1/2" HETA20 1845 1 6 I Od X 1 1/2 META I6 1240 - 7 ad X 1 1/2" MTSM20 840 7 8d X 1 1/2" H3 J 8 8d X 1 1/2" H5 455 a 8d X 1 1/2" U 350 6 8d X 1 1/2" HIO C105 W LGT2 2150 16 I&d SINKER LSTA18 645 8 IOd X 1 1/2" 1 NOTES: Q SEE WALL SECTION NOTES FOR SHEATHING 5PEGIFIGATION5. 2) END JOINT5 OF THE ROOF SHEATHING SHALL BE 5TA6GERED AND OCCUR OVER 2x 4 FRAMING MEMBER5. AT EDGES. ROOF DIAPHRAM NAILING SCHEDULE (OABLE5) 2' -0" O.G. �" PLYND. — 16d 08" O.G. CAPACITY IOd COMMON NAILS O 6' O.G. FIELD, 4" O.G. EDGE5. HETA16 1805 OR ad RING SHANK ® 6" O.G. FIELD, 4" O.G. EDGES HT5M16 ad COMMON NAILS 2 O EDGES 10 8d X 1 1/2" a 1 Bd COMMON NAILS ®12" O. G. INTERMEDIATE NOTES: Q SEE WALL SECTION NOTES FOR SHEATHING 5PEGIFIGATION5. 2) END JOINT5 OF THE ROOF SHEATHING SHALL BE 5TA6GERED AND OCCUR OVER 2x 4 FRAMING MEMBER5. AT EDGES. ROOF DIAPHRAM NAILING SCHEDULE (OABLE5) 2' -0" O.G. �" PLYND. — 16d 08" O.G. 2X4 DIAO, BRACE (FOL LOA TRU55 MANUF. RECOMMENDATIONS) EXISTING TRUSSES SIMPSON VTG2 VALLEY CLIP OR EOUI V., TYP. SPLICE NEW 2X6 (5YP #2) RAFTERS TO EXISTING GABLE RAFTERS N/24" LAP. NAIL N /I(od NAIE5, 2 EVERY 8" 1 � 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I SIMPSON UPLIFT GONNFGTION = e-HFnul F CONNECTOR CAPACITY FA5TENER5 HETA16 1805 10 IOd X 1 1/2" HT5M16 1045 10 8d X 1 1/2" HTSM20 1045 0 ad X 1 1/2" HETA20 1845 1 6 I Od X 1 1/2 META I6 1240 - 7 ad X 1 1/2" MTSM20 840 7 8d X 1 1/2" H3 J 8 8d X 1 1/2" H5 455 a 8d X 1 1/2" U 350 6 8d X 1 1/2" HIO C105 W LGT2 2150 16 I&d SINKER LSTA18 645 8 IOd X 1 1/2" 1 1 1 1 i 1 1 1 1 H� 1 1 1 1 1 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2X4 DIAO, BRACE (FOL LOA TRU55 MANUF. RECOMMENDATIONS) EXISTING TRUSSES SIMPSON VTG2 VALLEY CLIP OR EOUI V., TYP. SPLICE NEW 2X6 (5YP #2) RAFTERS TO EXISTING GABLE RAFTERS N/24" LAP. NAIL N /I(od NAIE5, 2 EVERY 8" 1 � 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I SIMPSON UPLIFT GONNFGTION = e-HFnul F CONNECTOR CAPACITY FA5TENER5 HETA16 1805 10 IOd X 1 1/2" HT5M16 1045 10 8d X 1 1/2" HTSM20 1045 0 ad X 1 1/2" HETA20 1845 1 6 I Od X 1 1/2 META I6 1240 - 7 ad X 1 1/2" MTSM20 840 7 8d X 1 1/2" H3 455 8 8d X 1 1/2" H5 455 a 8d X 1 1/2" H8 350 6 8d X 1 1/2" HIO C105 e IOd X 1 1/2" LGT2 2150 16 I&d SINKER LSTA18 645 8 IOd X 1 1/2" 1 II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 EXI9TINCG ItIDCE; 331-11" I 1 1 I 1 i 1 1 I I I 1 1 I I I NEW G 1 1 I I I 1 I I I wl i 15 :12 jjJI I I Q EXIST GABLE TRUSSES .] 1 1 01 I I I I I I I I I I I X I I I I I I I I I I I SP IGL NEW R I I I I 1 I -- J - T ---- ---------- 13 '1 4 " I -------------- j------- - - - -- J T — 1 -- 1--- ------- - - - - -- I --------- i-- - " s. — � FRAME KNEEWALL ABOVE FOR BEAM BEARING (4) IOd NAILS \— L BRACE GABLE END �2X4X95' LATERAL TRUSS BRAG I NG CONTINUOUS 48" O.G. C A5LE ENI,) E3FAG 1 NC DETA SIMPSON H 10 (OR CONTRACTOR — APPROVED EOUAL)TRUSS ANCHOR (g05LB. UPLIFT RATING) ® ALL RAFTER TO BEAM CONNEGTION5, UNLESS SPECIFIED OTHERWISE F N 7 r n TRUSSES 1 1 1 1 1 1 1 r� 1 � 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i J i 5 :12 I � I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I F I I I I I I Z SP, 1 �� I I I I I I I I I - Ll----- - - - - -- ----------- I I-1 I I -I 1 x 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r n TRUSSES 1 1 1 1 1 1 1 r� 1 � 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i J i 5 :12 I � I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I F I I I I I I Z SP, 1 �� I I I I I I I I I - Ll----- - - - - -- ----------- I I-1 I I -I 1 x 1 1 I !'I 512 5112 m �Ipl Ipl � I I I I 1 1 I I 1 II I I � I II I 11 11 IL__J Q L__Ji 1' -4" I. 10' -8" ENGINEERS NETES: BASIC WIND VELOCITY: 110 MPH, 3 SEC GUST IMP, FACTORS 1.0 EXPOSURE CATEGORY :B INTERNAL PRESSURE: +/ -,18 ENCL. C &C DESIGN PRESSURES PER TABLE 1609.6B R = 12,5 / - 4 21 W = 21,8/-29,1 OH= -68,3 ROOF LIVE LOAD 20 PSF /DEAD LD, 10 PSF ROOF PLAN SCALE 1/4' = 1-0' WI I -------- - - - - -- -- Ix I 1 I i I I ------ - - - - -I I "IITr= -- — T - -- QI I I 'i EXIST GABLE TRt 51 - ----- - -r -- I i I XI I U11 I I - - - -- -- - - - - -- 2' -O �EE I 1 I SPL I I —�- ---- - - - - -- -- 3' I I - --------- - - - - -J i -------- ------ - --L -- �— 2X4X8' LATERAL BRACING CONTINUOUS 48" O.G. 2X6 5YP RIDGE BEAM 2X4 5YP #2 RAFTERS 16" O. G. F.B.C. PLANS & f , T. L, HANSON Ihereb ce rtify that Ihidthis pla SEAL HAROLD PILE WIND ZONE & ASSOCIATES, INC. hereby p anan 39055 9TH AVE 110MPH ENGINEERING SERVICE, INC. found it to be in compliance with design ZEPHYRHILLS, FL 6440 FORT KING RD . CONSULTING ENGINEERS 'ZEPHYRHILLS, FL. 33542 ENGINEERING BUSINESS NO. E95830 q g C 2007 ADDITION req uirements of the Florida Building Post Offtcs Box 1728 edition includin 2 supp lement s A' II J 1 — WYLINE SHEET Dods City, Florida 33526 , g 009 . DRAWN BY DATE 4 OF 4 TOLL FREE/ FAX 1(866)824 -7894 (352) 521 -5348 THOMAS L HANSON PE MCMILLAN 04/05/10 TYP, INTERIOR RAFTER FRAMING -4"