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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 1l2"HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 WI (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 1Dd x 1 1/2" HDG 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 LINTELS. <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 />S. 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 @ 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 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LSS SHALL BE <br />FABRICATED W/ A 24 BTM. CHORD (MIN.) <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 />2X4 BLOCKING BETWEEN TRUSSES 24" O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS & SECURE <br />ti7 573 in SIMPSON LTA2 USED TO BRACE TOP OF WALL. in 5� <br />CA <br />CJ3 <br />WE <br />to <br />1 <br />2w <br />111111 <br />• <br />EJ7 <br />— N�— <br />fi <br />an <br />na Nn <br />a 1, 1 <br />a <br />AJ <br />II N N II <br />1C1 s� <br />�= <br />TCN <br />TRUSS W 10 NAILS @8 On <br />(4" FROM EA. END) <br />a <br />A10G <br />I i t <br />A8 <br />6 <br />I <br />A. <br />I <br />A7 I i t <br />I <br />I <br />I I =s <br />Aim : m®. sump = ama <br />{ al <br />I <br />I I <br />�mam�m <br />awor-MAX <br />I I <br />a®m am® a�maaesm <br />I <br />I <br />a <br />I I <br />y__I <br />Q <br />e:_sa�m�=s��m�m:.�i.a <br />masms�a:sma��:aassmm�s® <br />Alm A�as:m�m=vsaw:m:= <br />I I <br />a=2pTTc mmamm <br />I <br />I <br />_- _=—#=.—� <br />II I <br />I= <br />as®. s�-.ACCES��m®: <br />I <br />�c sum <br />I I <br />mom= <br />�mm�= <br />e�m�=maa=a=®�ammmm®m�m <br />amm_=�mamm=<ama��s=a�aa <br />maamp a :: <br />= to <br />ASGE I GT <br />G <br />asn <br />B2G <br />.: <br />NO& <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />-J3 <br />;J5 <br />on "Awk <br />�lw <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />c <br />MIA <br />O <br />�kk <br />6 <br />8U8DM S. LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />04181.000-07151 <br />MODEIe <br />4EBB <br />"1828—CALI" <br />GARAGE 8WMG: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />