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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM T-O", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO y� BRACE TOP OF WALL. _ �s CJ7 —_N -- ---x---u---ir CJ1 EJ7 N I I Wn �N �N I Ins � CJ3 N 11 N 2A II I I IIW N q 11 N 11 M Y N ■ Y N p TO CJ3 ` 4 1A CJS ■ N I v I ATNN TACH'4'-0" LANG N SCAB I ■ TRUSS WI tOd NAILS @ 8" O.C. ■ ■ ■ ■ =v CJS 1 I ! (4" FROM EA. END) GT A9G I 16 : �..v =ql� ::=ems. _ =a.a• 9.Iv..�rGv.ly=v= =v:,�L4.v= •v:�•v• • - ,o I II II :9 �•�I®:tea:•:�= vLs•Iv: •:1a�•v.s{s:vs is I 00 m a,=� PREFABRICAT®RooF L) I I I I I to �� •TII • )�•vl�f` '�• v .v•�•v.v•L• . I. .I . .�• . .,�. .a II I I to 3t •v=�.:•v:}�:v v• I, ATTIC I Aa AS IA � A7 : ss®• . �a.e m./.e v = �..: _ _ mac. 1A N 4 — — GT ABG 1 N `: CJ5 �v• 1A N N ■ ■ ■ ■ ■ CJ3 1A V I■ 1; 1 EJ7 I 4 q n C1GE CJ1 FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 W ww.abdeYlgngroup.com AA #: 0003325 P !pA I1QJL r S aUDDIV aY L,oT ABBOTT PARK LOT #7 BILK #10 PROJECT# 04181" 000-07102 MODEU 4EAB "1672-ARIA" GARAGE BWn4G: RIGHT PAGE: FRAMING PLAN 60 MPH EXP. N DAM 11/25,119 8CALE: 1/4"=1'—O" B*ECW s3