Laserfiche WebLink
FRAMING NOTES: <br />y, <br />'w 'w <br />'w 'w u� 'w u� u-i <br />'w 'w @ @ <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. <br />—� <br />CJ1 <br />CONCRETE TO WOOD FLOOR: CJt <br />SIMPSON LTA2 W/ (8) 10d x 1 NAILS, WOOD TWOOD: <br />--a----"-�r--x----w--�Iy1r--yym--w-- <br />u <br />SIMPSON H10A OR LGT2 W/ 10d0tl x 1 1 1/ i/2" HOG NAILS, FILL L ALL HOLES. <br />I YY <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />CJ3 <br />CJ3T <br />SCHEDULE. <br />pp IA' py Np <br />F- <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />CJ5 <br />1 1 1 A A <br />1C <br />CJ5T <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />®. ■ x u w e x x u n w <br />xi x x x w w =>Le <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />lA <br />AH7 <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />III <br />CONNECTERS ARE TO BE GALVANIZED. <br />` ` • • • a <br />AH9 <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />— — — — — — <br />CONCRETE LINTELS. <br />= <br />_ ■ a� a t ashm a ohm s ah <br />AH11 <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />yo <br />I 1 J <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />TRUSSES <br />2X4 B.C. <br />_ _ — _ — — — — — — — <br />r' — — — — — — — <br />>� ■ a� a seas a >� a a a>� a ®a ease ■ a� a a! a a f®a <br />1 '— — — — — —— — _ _ — — — — — — <br />a I� a e>� a a aaa®a � a a� a s ■ <br />a <br />AH73 <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />24.O.C. TOE NAILED TO ADJACENT <br />TOE N ILED TO <br />7RI1SSE3 W/ (2)18d COMMON <br />I I <br />I k`t\e <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />NALS Q SECURE TO BM. W/ <br />.....aam . .sls =s . �..® s ... . <br />. . <br />AH15 <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />SBau80N LTA2 USED TO BRACE <br />LjI I <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />TOP OF WALL. <br />I I <br />APPROVAL. <br />s <br />"7:a®s :s®saa:�. : a:a� _ a._.. <br />:ate=aaa a®s—s <br />AH17 <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 />a®,:a®.—::s®a—a' � a i • — • — • <br />>�s{: <br />�s :==�=a�:�.a�s <br />AH19 <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 I <br />UNLESSOTHERWISESHOWNDIFFERENT. <br />a7.....:..�as�s:=aol: >m:: ::aa®s <br />s�.a�:----s:aa®a <br />AH21 <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />I <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />I 1 <br />q:�sail. . Li. a®. <br />el.a:3:��: <br />AH23 <br />NOTED OTHERWISE. <br />I I <br />ATTIC I <br />�:®aaois:ssoi:�.ae�ao�a:®sus s <br />ate.:ssa#�(..a <br />A <br />I I <br />a✓........... awls...a .ate. <br />. . ...... ... <br />A <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />�....... <br />.....:....... <br />Al <br />i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED WI A 2x6 STM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />— — — — — — — — — — — — — <br />a ®a . s <br />= a:. aim: s s : a v F <br />Al <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />9 . : ..mom a <br />— s — s — - ...... — L <br />Al <br />TRUSS CONNECTIONS. <br />1 <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />( II I <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />;�. �.�.�a a <br />— ..... <br />�r—r <br />/� <br />�...... <br />...... <br />A2 <br />i <br />1------------j <br />•—•—•—`—r�.r..�. �. '• <br />�.�.� .�.�.e.s. <br />• <br />A3 <br />PREF ABRICATED <br />_J.6— i . ... <br />.....� ........ <br />A4 <br />I l <br />r <br />A5 <br />....®.....a.T.�.�. .� <br />I <br />I <br />I I <br />A5 <br />I <br />. <br />I <br />AH23A <br />y/A <br />1 / <br />. <br />aamssr�.�a>m_a .ass= _ . <br />=®�.�.�.......—L <br />_4----------ems <br />AH21A <br />— <br />L — — — — — — — — — — - �� <br />A <br />0 <br />s�.ae::mow <br />FH7 saws. � s G_ <br />CJ3 <br />CJ1 <br />...�122x54s, save . <br />= �'f ATTIC \\\ <br />s.s®s:_=.oe�.s>.s----.m_= s <br />eas®sa '7-7-----ate---------- <br />AH15D <br />AH13D <br />AH11D <br />AH9D <br />D1 <br />D1 <br />D1 <br />D <br />DGE <br />C <br />CGE <br />FRAMING PLAN <br />SCALE: 1/4" = l'-0" <br />A R C II I T■ C T i <br />6 <br />GrouUL� <br />LONGWOOD, FL32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdexl8n8roup.eom <br />AA N: 0003325 J <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886.2628 <br />FAX: 813.8862802 <br />munwv. as L,oT <br />SILVERADO <br />LOT ##4 <br />BLK #14 <br />PROJECT/ <br />03719.000-04141 <br />MODEXA <br />2795—D <br />GARAGE BTRNG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />r <br />TE10/30/20CAL,E: 1/4"=1'-O"HEET <br />s3 <br />