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FRAMING NOTES: <br />y <br />✓� <br />c� c3 <br />t; k k k k k A C A <br />U 'ww Ili u� 'w w' 'w u-i u-1 w' u� ui 'w 'w w' u-3 w' 'w 'w c3 c3 c3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />�� <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 1/2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 Wl (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. <br />CJ1 <br />N qp pp <br />r--n----n---Ir--n---ro---u---�-- <br />x <br />-- <br />CJi <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />4 <br />CJ3T <br />_ —[AAA- <br />N x a x n u e n x a p <br />a p <br />a a a a N x p ■ <br />CJ3 <br />SCHEDULE. <br />1I tl tlNe <br />tl / <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />1 Ixl <br />Ix <br />1 <br />1In <br />u <br />Ix 11 <br />1 <br />1In <br />N <br />lal <br />Ixl Gx <br />N N <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />CJ5T <br />�i • u a u aIa x iu x a a <br />1C <br />• •� <br />CJ5 <br />MANUFACTURER'S SPECIFICATIONS. <br />3.1 <br />I <br />4. ALL MAIL$ FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />1A <br />AH7 <br />1A <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />AH9 <br />�.•.a . earn a..--a.s.s..:a. <br />a . <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />— — <br />— — <br />— <br />-- <br />CONCRETE LINTELS. <br />AH17 <br />■ <br />��!■�■a■■s®■�■�■ases■s�■a�!■_■ <br />■ ! —sf — —■ <br />-- <br />ii■ <br />! <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />I <br />�Q <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />AH13 <br />■ <br />— — — — — — — — — — — — __ _ <br />i>�s;�!>_!�s is■ia�!■s!i!i®i6>■®■�l�a�! l�Si�liti i! <br />BETWEEN00 BLOCKING � ES <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />'S'A I <br />TRUSSESSWW/ 2)18dd COMMON <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />AH16 <br />s...a®....m ..= s. e... e. alaee.e a...sa --e.6 <br />NAILS 6 SECURE TO SM. W/ <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />I <br />SIMPSON LTA2 USED TO BRACE <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />I I <br />TOP OF WALL - <br />APPROVAL. <br />AH17 <br />a...=....aeee®.®. ..... s. a. a. el ......--e...le <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />AH19 <br />I <br />..: a� s >®: e_ s a®a . s®s a_ s a se s s� . s� . a� . am.. <br />' :... :lam <br />FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />I <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />AH21 <br />.ass.. e. e.=.a.a.=.a .a®::. salsa®=......aa�as®.s®6: <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />I I <br />RATIONAL ANALYSIS. <br />i <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS <br />AH23 <br />— • — • — e 22X36al. .......... a ®la <br />NOTED OTHERWISE. <br />I ATTIC <br />A <br />........ a sees . WW1. . .... <br />...: <br />A <br />........a.....a..... <br />I I <br />a.e.al...........a.6 <br />I <br />TRUSS MANUFACTURER/ ENGINEER NOTES: <br />y.......j..a.e.------ <br />Al <br />....e...a...a.a...- <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />Al <br />I <br />a(.. sa®• a� • m� az� s ze a s� a sass . a®. ei <br />m . a a� . ams s a� a aam : aaam . a®s aem . aa� a <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />I <br />3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />Al <br />al�.�e�sv6msess�.a�se:•i.s <br />e:is:aa�em_a <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST B"FROM THE CENTER OF THE COLUMN. <br />A2 <br />i <br />�....... ♦• . a .... <br />w pI <br />o ... a ... >� . a . a ... I <br />A2 <br />s <br />�:�:. a. e.je.....e...a. <br />a:.i.aaa..—Jsaz®e®..e6 <br />L — — — — — — — — — — J <br />I <br />A3 <br />------ .a.aaee ------ear.— <br />----------- <br />PREFABRICATED ROOF <br />I <br />TRUSSES @ 24" O.C. MAX <br />L — i <br />A4 <br />....saw.........._...:.s_ <br />...............m a.... <br />A5 <br />— <br />..ma... . <br />--a—s. ----..ate.—aam..:a <br />A5=—=® <br />I I <br />s. <br />.:e..�-----saws <br />AS <br />,s®:::.ee.e.®:ems. <br />_—. —.—a.:s:.sav:::a—.—= <br />AH23A <br />I I <br />�........... s L .--- . . .. s..sas saw.... s. s.. <br />AH21A <br />A . . . . . . . . . a..--------a—a®a:= <br />L----------------- J <br />AH19A <br />........... .... a.a <br />a... e.=.....a <br />/q <br />AH17A <br />.: s.®a. s. <br />.—e---a:a—. <br />ATTIC <br />AH15A <br />ACCESS <br />1I.:.a�.� <br />AH13A <br />s.:...... ....s®------- <br />I a®aa®--------. <br />AH11A <br />as.—.—e:e — <br />..amass:s <br />AH9A <br />............a <br />=------ <br />1A� <br />1A <br />AH7A •t <br />3.1 <br />to <br />1 <br />1 <br />C <br />....... <br />• <br />a meal .� INI <br />p N p <br />p <br />qyH <br />�� <br />a.a..:= <br />g <br />C <br />..s.a: <br />_..� 9 N A <br />i MMN gpgN xpa �n N <br />w <br />a.a <br />. • <br />s.a...a <br />B <br />C <br />.a. e. a. • <br />�� a. s.a nw 11� IIW <br />G� <br />� -0--A--q_—A <br />-- _— — <br />e.s <br />ass®a. e <br />B <br />C <br />e aes .sa. a. <br />..... a.. <br />BGE <br />FRAMING PLAN <br />CGE <br />___ <br />__ _____ <br />SCALE: 1/4` = 1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH:407-774-6078 <br />FAX: 407-7744078 <br />www.ebdesigngroup.com <br />AA N: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813886.2628 <br />FAX: 819.88&2802 <br />anmm�� <br />aysDiv. ae M'm <br />SILVERADO <br />LOT #4 <br />BLK. #13 <br />PItOJECT# <br />03719.000-04131 <br />MODELet <br />2795—B <br />GARAGE SVMCI: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />%150 MPH EXP. B <br />PRINT DATE: 8/11/20 <br />8CALE: 1/4"=1'—O" <br />SHEET <br />s3 <br />