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I <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />N <br />THE REMAIND_ER_OF_TH_E EXISTING _ <br />— — — — — — — — — — — <br />BUILDING AND ROOF STRUCTURE TO REMAIN <br />N <br />2xb ROOF RAFTERS @ 2411 O.G. <br />� I � <br />i <br />� I � <br />I � <br />� I � <br />EXISTING KNDOY45 TO REMAIN� EXIST. I OOR EXISTING Y4INDOYV5 TO REMAIN <br />— <br />— <br />Z'= <br />L <br />T <br />I <br />— — — — — — — — — — — — — <br />5. WOOD CONSTRUCTION NOTES <br />�1 <br />6: 12 <br />r�l <br />PROPOSED ROOF FRAMING <br />SCALE 1 /2" = 1'-011 <br />5.1 WOOD STRUCTURAL FRAMING MEMBERS: #2 SOUTHERN YELLOW PINE <br />(UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS (Fb) PER <br />NDS- 91 - 1250 PSI AND A MODULUS OF ELASTICITY = 1,600,000 PSI. <br />5.2 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE <br />PRESSURE TREATED. <br />5.5 ROOF SHEATHING: 15/32" C-D GRADE PLYWOOD (OR 5/6" OSB) UNDER 30# FELT <br />UNDER 240# FIBERGLASS SHINGLES. <br />5.4 UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT <br />PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP <br />PLATES. <br />YELLOYq PINE BEAM SPAN TABLES <br />---------------- <br />I I <br />I <br />24 ROOF <br />RAFTERS <br />1 0o <br />0 o <br />o 2-2x6 FRONT <br />ENTRY BEAM <br />SIMPSON "H10" <br />CONNECTOR <br />FLA# 10456.6 <br />1 AT ALL ROOF BEAMS/ ROOF <br />RAFTERS CONTACTS USE <br />SIMPSON "H10" (FLA#10456.6) <br />OR EQUAL AS SEEN DETAIL ABOVE <br />Joist Spans (L j) Leas Than or Equal to: <br />S Shea Size 6" 8' 10' 12' 14' 161 1$' <br />2-2x6 7r — i n 6" - 2i11 6p - 6" 51 - 011 41 - 811 4 1 - 4m 41 - in <br />2-2x$ <br />90--2" <br />?1- <br />1141 <br />7'- <br />1" <br />61-611 <br />61-o,# <br />51-7" <br />51-317 <br />2- xl0 <br />111- <br />ON <br />101-3111 <br />9"-2" <br />8'-510 <br />7'-911 <br />71-3`I <br />61- <br />10" <br />Sou `hem 2.2xl 2 <br />131- <br />1 1 " <br />1 2, <br />- 041 <br />i oll <br />- 911 <br />91 - <br />I ()m <br />91 <br />- 1 1! <br />81 <br />- 611 <br />as <br />- on <br />Pine 3-2x6 <br />8v <br />- 7" <br />1 <br />- 81' <br />61 - <br />1101 <br />1" <br />6' <br />- 31I <br />5" - <br />1011 <br />r I <br />- 5m <br />I <br />5 <br />- 2" <br />3 f2x8 <br />1 1 P <br />- 411 <br />91 - <br />l 1 nI <br />61 - <br />1 1 " <br />81 <br />- 111 <br />71 <br />- 611 <br />71 <br />- 001 <br />61- <br />7'R <br />3-2xl0 <br />14"-511 <br />121-1041 <br />lit, <br />-6" <br />.101-6" <br />91-919 <br />91-1111 <br />81-7" <br />3-2xl2 17'-511 151- 1,1 13"-614 121-41' 11,_51. 101-811 101- 1" <br />0 <br />ROOF SHINGLES MUST COMPLY WITH <br />5OUTHNEST ELEVATION OF <br />PROPOSED FRONT ENTRY <br />SCALE ,/r = ,� <br />NORTH EAST ELEVATION OF <br />PROP05ED FRONT ENTRY <br />SCALE 1l210 <br />:LT <br />'HING <br />,AMED <br />).C. <br />11 <br />'U RE <br />4T <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />AND SUPERVISED THE ATTACHED DESIGN <br />AND FOUND IT TO BE IN COMPLIANCE WITH <br />CHAPTER 3, SECTION R301.2.1 OF THE <br />2011 F. RESID T DITION <br />I <br />fD <br />RICHARD G.MARCEAU, P.E.(#64466) <br />SONEY FM LLC, GA # 9146 <br />GORY LAKE PROFESSIONAL CENTER <br />10329 GR055 CREEK BLVD., SUITE P <br />TAMPA, FL 35641 Ph: 813-293-1868 <br />O <br />Z <br />to <br />Q <br />cn <br />Lu oo <br />n <br />N <br />C4 Q v <br />z <br />Oz <br />OL <br />Lu <br />z <br />�— <br />w <br />�(on, <br />,n <br />J <br />W. <br />13 <br />' <br />W <br />� <br />L4 <br />oc a <br />w <br />11��� <br />ul <br />Oo <br />to <br />< <br />Q <br />QWC <br />QC O <br />z <br />a-z <br />WE <br />)� <br />w (I <br />J � <br />Q m <br />Vu- <br />WN�H� <br />o=v <br />zIn, <br />i <br />A-3 <br />