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FRAMING NOTES: <br />^ ^ ^ ^ ^ ^ ^ ^ ^ k k k k K <br />'w 'w 'w 'w <br />w w' w li 13 w' 3 w 3 w U <br />U cl <br />)) <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' HDG NAILS. <br />--p------I�--yl------yl-- <br />CONCRETE TO WOOD FLOOR: <br />u <br />SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD IL WOOD: CA <br />SIMPSON HiOA OR LGT2 WI 10d x 1 1/2" HDG NAILS. FILL ALL HOLES. <br />p y <br />I WA Ap <br />q <br />qp <br />pr <br />pW <br />� � � <br />CJ7 <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 <br />I x - ■ <br />= x If n II <br />n ■ p n <br />— — _� —1— — — —� — — — <br />■ x N n x ■ 11 <br />CJ3T' <br />SCHEDULE. <br />y■ gx <br />®■ <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />I A p G R A <br />M 1 Bq <br />II <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5 <br />6 — • a u ■ u 1C n <br />N u ■ p x <br />I ni u a x u II • Ls■s� <br />CJ5T <br />MANUFACTURER'S SPECIFICATIONS. <br />•1 <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS to <br />AH7 <br />I I <br />lA <br />i <br />ARE TO BE GALVANIZED. •� <br />•1 <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />_ ' �' � s . _ �' ea=.meeeem= s...� <br />AH9 <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />- — — — - — — <br />CONCRETE LINTELS. <br />— — — — — _— _ _ <br />3 a:i �■ e e s c;�cmom c�c�c c;�s c�c�c�6 c <br />AH11 <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />9q I <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 2X4 BLOCKING BETWEEN TRUSSES <br />------- ------ I----- — — — — — — -- <br />c $ a: 9 9-9 I0 Samoa c <br />AH13 <br />24' O.C. TOE NAILED TO ADJACENT <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE TRUSSES W/ (2) l6d COMMON <br />I I \Q <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE NAILS A SECURE TO BM. W/ <br />. a .....: m®= mewl= a m� s . s . s . s <br />AH16 <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SIMPSON LTA2 USED TO BRACE <br />I <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL <br />APPROVAL. <br />I—s:I—I s�eeeeac me®:ewe <br />AH17 <br />9, PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />i <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />��eemsam.s.:. e.eommmale e�64--e. s.. ee>a= .. =.=. s.. <br />AH19 <br />FASTENER, ZF 72 PBS36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />I <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END— <br />UNLESSOTHERWISESHOWNDIFFERENT. <br />d. I. I..--I—sew e—m <br />AH21 <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />I <br />RATIONAL ANALYSIS. <br />I I <br />12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS <br />Us722x38 s. e — I . s n = <br />AH23 <br />NOTED OTHERWISE. <br />I ATTIC I <br />e{—=---s...o—Imna��e� emeanm m �� m <br />74 I I <br />I i - <br />=:al=—s=m I— I.I .I I . I . I . I . I I <br />q <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />=.=.=sm®mas_mm®s—e—m m .gym mmms alosmv®mm®.s®P. <br />Al <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />------------- <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />_.. e . _ . a � x x .. ®� <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 />s s� <br />omeoos - a I . s . m . = . =1. m . m . s . Im <br />Al <br />TRUSS CONNECTIONS._®`��� <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />I I I <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />;.... ,_ • . a✓ • s . m m . . .I....... �a <br />A2 <br />I I I I <br />II <br />iL------------ <br />A3 <br />PREFABRICATED F <br />— _ <br />�s�a.�...e .1.6.e... ... ......�..a...■.. <br />Aa <br />---------- <br />s.sm�.l.:. ... s..s�.s-..I....... <br />A5 <br />I I I I <br />......s..s�.�e.= ... e.a—k.... s.....6 <br />I I I <br />A5 <br />I <br />I <br />. <br />:...■.I.I. ... . s.s�s. s. s.... f <br />AH23A <br />y/A I / <br />e...I.I... s.s a. a .asek I—I—s... eta <br />e <br />AH21A <br />......... ........ .m.:...s..>::. .—HA <br />D Q <br />>AA <br />�.- _ <br />2�� <br />,(fie \ <br />\\\ <br />ACCCE=SSA <br />:.m. e.. <br />I I <br />AH15A <br />m......same:=e::.- ..a—..... <br />AH13A <br />m... I . . . I..e®e: :.I.I.. <br />AH11A <br />s s>sos. e.m ......=.em I m.a.. <br />AH9A <br />IB <br />to <br />AH7E •1 •1 <br />1A <br />1 <br />1 <br />GA <br />CH9 <br />GA <br />CH7 <br />4 <br />OI GGEA <br />a <br />N W 11 n Nx <br />asm e . II 'tl L0 <br />=J5 <br />. itII IfII m . <br />C,J5 Q <br />N wpp pn <br />W <br />a,0 q I II y� <br />A <br />■ N n It n w x_—_11--x--x_ <br />O <br />J3 <br />s N a <br />Ippl <br />CJ3 <br />CJ7 <br />��Q <br />n <br />w <br />NN INNI ygn qeN <br />CJ, <br />N N q q II <br />II----`-.�_-■__.�-_.><_-" <br />— — — — — — — — — — — <br />�J' FRAMING PLAN <br />,p <br />gg g y GGE <br />SCALE: 1/4" = V-0" <br />� r r r r In <br />7 <br />)A <br />� <br />•y„ <br />__ <br />._ <br />A N C N I T B C T t <br />5 <br />rou�L G� <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdoWgigmup.com <br />AA 8: 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: 8138862628 <br />FAX:8134186.2802 <br />11111111111 <br />01111111110 <br />1BUDDZV. & LioT: <br />SILVERADO <br />LOT #21 <br />BLK. #10 <br />PROJRCT# <br />03719.000-21101 <br />M0DR7r'. <br />2795-F <br />GARAGE 8QINO: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />