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FRAMING NOTES <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 10 HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1GA OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LWTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL <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 />FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER C 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 014", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />7PA= MMUFAC7URER / ENGINEER N0M: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 STM. CHORD (MIND <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <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 />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />CJt <br />CJ3 <br />UM <br />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE <br />NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON <br />NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO <br />U U U BRACE TOP OF WALL. <br />I1r�n- <br />EJ7 <br />Imp <br />I <br />I iu <br />n n ATTACH 4'-0" LONG 2x SC1AB TO <br />TRUSS W/ 10d NAILS 0 6" O.C. <br />I I (4" FROM EA. END <br />7A9G <br />m ss6 saasa � zee a ssm=a a = xss= s = _� a <br />�mmzaa�:alss�smases mmsm.as�aaa�s <br />ss®sss - --- smsez:�as�� ---- =-aamemaa�ssaazs <br />lai=as�a <br />�amm�a�a�=�: =�le�eJ�: aasml:=tea:z <br />=®ss>�m:=�=�swmcm ti� �g aaasamsas�:�sssawes�=mews:= <br />ss�ss=�ssas: sss�ssa��ps �aas:am�sssw¢mseaxss�azgswa�x <br />111I11111111m�sa® <br />.®avv�as�s �.�®sm�av®�. slam.®.s�sw�I:l mm�sa®tea <br />vi=�mjsv mvPm®a�a�a�� ��aaaawmmw.}m::�:a�:a®a <br />W <br />��mvvjsm�,t'smes` as®�s=v 1A <br />�msosv � � / <br />aawm�an� �P �f a TPA � 9av� �I ie <br />ssa�m/tea ma v slvs s <br />a zam<m�mPm®a®P�tzaawae.�� �mYev:m amm�a>ma¢miz®za�az®=¢ <br />.�maa�a�smaae.m T. �.sals mra®m®.aa.�l as®mm®a,Pa. �. <br />A2 <br />ml�.aaaa 22„x�" <br />ATT <br />.sv�aaee�asms.sa�a� ®m I ACCESS laa�ss®a � a�g yam: <br />A4 <br />a�meTlIss�mame:a�®s m ®�®aP vs�rPmsa asmoumzl�:tea <br />.®ma�m:ssaaw aa�ad® earw �a�®m®. ms®sa®vet:..®: A5 <br />IA8 <br />1Am� m <br />aiT <br />m A7 <br />4 <br />ASG <br />.v®mv a® <br />�� <br />0 <br />�r7 <br />� <br />H <br />An <br />swmma <br />q ry <br />m <br />1ms m7 <br />1A <br />I <br />tl N N II � N <br />R a <br />n n n <br />IV <br />1A IpI Np 1p N <br />0 89 B EJ7 <br />r r_c <br />a0 r <br />FRAMING PLAN <br />SCALE: 1/4" - V-0" <br />U U U <br />CJt <br />CJ3 <br />CJ5 <br />1A <br />9A <br />CJ5 <br />0 <br />CJ3 it <br />CJ1 <br />y✓� <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngmup.com <br />L AA #: 0003325 <br />LAAm <br />y <br />py�` <br />To <br />tiff <br />C <br />a <br />}yp�� <br />3 <br />4I <br />F <br />mo <br />OVSaIV. & LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK #7 <br />PROJEOT <br />04181.006--23071 <br />MODEL: <br />4EAB <br />"1672—ARIA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH E3R C <br />