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I �j ►i �i <br />IS <br />r � � <br />►! - <br />I <br />ROOF TO WALL DETAIL <br />1 1/211 = 11-011 <br />: ■�. ., a :. r <br />:r <br />METAL CLIP INSTALL PER MANl1FAGTURER REGOMMENDATIONS <br />STANDING SEAM METAL %EFn% (2 OZ. PER 5Q.FT. OR <br />5PEGIFIED BY GUILDER) ON 30# FELT OVER ROOF <br />SHEATHING OVER PRE-ENGINEERED ROOF T966B <br />METAL CLIP INSTALL PER <br />5LOPE MANUFAGTURER REGOMMENDATION5 <br />PER <br />ROOF PLAN <br />r• :r <br />::' :♦ r <br />FOR GEILIN6 FIN154 5EE <br />REFLEGTED CEILING PLAN <br />(SEE WALL TYPE5) <br />METAL ROOF EAVE <br />1 1/211 -_ 11-on <br />/ <br />/ <br />3 / <br />A5.0 <br />/ <br />/ <br />/ <br />/ <br />4 <br />A4.0 <br />/ <br />A4.0 <br />\.00,/ <br />// <br />V / <br />ATTIC VENTILATION SCHEDULE <br />AREA <br />ATTIC AREA <br />(SQ.FT.) <br />TOTAL NET FREE <br />VENTED AREA REQ_ <br />(1 /300) (SQ./IN-) <br />HIGH <br />(50%) <br />(SQ.IN.) <br />LOW <br />(507.) <br />(SQ.IN.) <br />MAIN BODY ATTIC <br />4,685 SQ.FT. <br />2249 SQ.IN. <br />1125 SQ.IN. <br />1125 SQ_IN. <br />TOWER ATTIC <br />525 SQ.FT. <br />252 SQ.IN. <br />126 SQ.IN. <br />126 SQ.IN. <br />NOTE: <br />REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SO -FT.) <br />BY 1/300 AND MULTIPLIED BY 144 SQ.IN_/SQ.FT. THEN 507OF TOTAL NET FREE VENTED AREA IS <br />REQUIRED AT THE RIDGE/ ROOF VENT (HIGH)AND 507. IS REQUIRED AT THE SOFFIT (LOW). <br />ACTUAL NET FREE VENTED AREAS ARE TO BE DETERMINED BY SOFFIT MATERIAL SUPPLIER AS PER THE <br />GENERAL CONTRACTOR. CONTRACTOR TO VERIFY REQUIREMENTS. CONTRACTOR TO VERIFY PLACEMENT <br />WITH OWNER. <br />2 1 <br />A50 � <br />\ TIE DOHN51POUT5 <br />\\ INTO <br />\ 5TORMHATER, <br />\ TTP. SEE CIVIL <br />\\ DRAHING5 <br />\----------- ---- <br />a <br />1 1 <br />� 1 1 <br />L----J <br />ool <br />4 <br />A4.0 \ 6 / <br />\ /e <br />/ <br />/ <br />/ <br />\e / <br />3 \ \\'c <br />BELOK TYR <br />PARTIAL ROOF PLAN - TOWER <br />3Ab" = 1'-0" <br />JASO <br />�i•L� �1 �2A � r <br />r ♦ r i ♦ r <br />Kim <br />:r r <br />r : i <br />/ i /• r I• <br />1 ! • <br />1. 11■/ • <br />11"A T1 :' 1 we 'fi <br />VALLEY FLASHING <br />1 I/2" - 1'-0" <br />RIDGE AND HIP RIDG <br />----------------------- o - ------ -----------------------------. <br />I <br />NQ <br />to <br />STATIC, VENT" - (60 <br />5.1. VENT AREA <br />EA) - TYP <br />5 <br />MAIN PLATE <br />FOR CEILING FINISH <br />SEE REFLECTED <br />fkElr6 PLAN <br />E VENT <br />i' <br />�■ ■ /:� ; I E*ffj <br />• • • V- ■r <br />'v <br />b' ALIH. GUTTER <br />1/2' FIBER GEMENT <br />SOFFIT - VENTED <br />: e• e. <br />rill <br />1 EAVE AT BOXED BEAM <br />1 1/2" - P-O" <br />HBLR6LA% %NWA ES OVER 30r FELT <br />IlFDB74.AYMENT OVER APA RATED <br />STRUCTURAL 5HEATHIN6 <br />- 1)U0 FIBER GEhENT <br />FRIEZE BOARD <br />- BOND BEAM <br />REIIFORGIN6 PER <br />STRUCTURAL <br />WMt 65 <br />- (511 wa TYPE5) <br />EAVE <br />ROOF PLfW <br />\\ TYPICAL EAVE <br />\\\\ 1 1/2' = 1'-0" <br />----------------- <br />4 <br />A4.0 <br />t i t I t I b /�� <br />L----J L----J L ---- J 'v 'i, \ <br />\\ <br />b:12 r-- r-- 6:I2 A40 \ <br />.0----- <br />1 1 1 1 i i Iff r� '7 \\\ <br />A4.0 \ <br />51-OPE SLOPE tv <br />�r rrrrrra.■■�rrrrarr■r r rrrra.arrar■■rrrrr rr, <br />1 I j I\ / / <br />ry <br />---- 1---------------- ---- <br />1 1 48" R106E VENT <br />1 I (bl.6 5.1. VENT 1 1 ( \\ 8� 6/ % 05 <br />AREA) - TYP <br />1 8 4 <br />1 1 N p A4.0 <br />---------i------- ---) - 1------------------ \ �\ Ip / <br />b:12 b•12 I \\ <br />1 1 SLOPE <br />i 1 '7 1 1 \ <br />i 1 1 1 <br />------ ---- ------ — \ 1 O � .�\\\ // A4.0 <br />1 , 1 <br />A4.0 A8.1 1 2 A8.1 A4.0 <br />A40 ROOF PLAN <br />■. ■1 ■■ ���it• r■■!�■■�rri �7•t•r■!■S ■■i=El�ii���i� ���t, I Mb" = 1'-0* 9 <br />CI �' <br />�a <br />.12% <br />T =a% <br />:vim <br />oujz <br />O CD <m <br />,- 0 <br />\/ U2 <br />W1wM pWp� <br />Q 1.L V11-U <br />Q U�N <br />N <br />W J" <br />aQ� <br />to €Wo <br />a� <br />cn <br />cz <br />Irk <br />.o <br />.cn <br />cz <br />C� 0 <br />c <br />N N <br />I.* <br />I� ILA <br />Ml <br />BSB <br />® DESIGN <br />www.bsbdesign.com <br />100 Main St. Suite 209 <br />Safety Harbor, Florida 34695 <br />813 265 4808 <br />JOB NO: AM180320.00 PROJ MGR: JN <br />DRAWN: CDE CHECKED: JN <br />vat ROOF PLAN <br />PARTIAL PLAN <br />A4.0 <br />