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FRAMING NOTES: y✓� N n 1 1 1 1 r N I N n r I r N k k k k k � U U c� w u� u� ui u-i w u� u� u� u� w' u-i 'w w' 0 u_i u� w 'w U U U � 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: CJ1 - - - p--11---yygpg---ltltlY---1gg1--�--ff'---yga-- p CJ1 SIMPSON LTA2 W/ LGT2 x 1 0d l 11 NAILS, WOOD TO L WOOD: SIMPSON H10A OR LGT2 W/ tOd x 1 1/2' HDG NAILS, FILL ALL HOLES. I R II II II R II II N N N M N yy �r »LL 111LLL 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER CJ3 . p a n N a a u u x a a u a a x n n x p u CJ3T ` 4 SCHEDULE. I N N 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE I N N tl N Y NI N X I MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5 —= p N If u 1C a N n N n u pi II N N u 11 =L� CJ5T MANUFACTURER'S SPECIFICATIONS. 1 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1A AH7 I 1A ARE TO BE GALVANIZED. .1 1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. = _ _—_—_—_—_ _-_—_—_ _—_—� AH9 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. a a a - a asom a viiiiiiiiiiIIIN- s sow a mom s aiiiiiiiiiiila am a m AH11 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND tiA I I I CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4'). 2X4BLOCX8IGBETWEENTRUSSE8 ------- ------ t�a� a ism a � a 395M a s -. a�la � s aa� a � a � a aaa= s I L---------------� a i�a : asp a a s __ � a a - AH13 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 24� O.TRUSSEC. TOE Wl (2) TOADJACENTCOMMON TRUSSES W/ (2)1Bd COMMON I3 SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE NAILS B SECURE TO SM. W/ —.—.—.—..o.—I.:..�.—.—.—. — .... .a®a:: AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SM39M LTA2 USED TO BRACE I I LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL I i APPROVAL. >t—.—.—.l--a—.—--- :—:ate a —a —a AH17 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES I SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED—®�—:—.—.—.—I. I I . .—.—.—. —. —.—:—.—a—a AH19 FASTENER, ZF 72 PSS36, .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. :—=..aa:= —a—. a—:—: _—. AH21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS U :—:—a—:—: n a a AH23 NOTED OTHERWISE. I ATTIC I -I= .-.- _ JAGGIM. -=-a--11 A-_-_-_-_---= I I >♦.m----.—.—.—.—l. .—: - — ---:. a —a —..a —a—: A TRUSS MANUFACTURER / ENGINEER NOTES: L — — — — — J r — — — — —, .—.—.ae:.a®.—.—a—. —: a.e�a a�a �a�a:a—.>s). Al 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) — — — — — — — — — — — — — 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS . . —. y—= — a — a —*� Al 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 —. ®. — :—a —a—.—z:—saa..aa—a—� Al TRUSS CONNECTIONS. r®� I 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. I I A2 —.—.— ;—L��`®�—� —�� —� —. L ----J PREFABRICATED OF I .—tee.-ate.-®:>✓.�.—. . . .—.—.—TRHRRr �.—.—.—:—. A4 ---- I I I I I I I I _---_—•—. .—. . — . I —.�1=—=---=—=—f AH23A y/A I / .—.—:®.—. - .a.:a .— a . . a®aao#a—a—a—s—=��a _ AH21A -_-_ L - - - - - - - - - - - - / r—.seams.®. :ai ...—.—. .—.—a—a—:—. —a D Q >A.A "77%�_ . .—.—.—. —.—.—. —. '�' '"�✓ 22x54 � I ATTIC a ..—.s=®. .aka saa>a I al saes .a—.—:aLar— .ACCE AH15A . .—:—.—.—.—:— a —a —a —::a AH13A —•r—=—• •—•—•—•—•—•—:— •—:—•—• AH11A a—.—.—. — .—. ® a—.—.—.—.—: — .—a—a AH9A 1A 16 0 1A AH7E •1 •1 1A 1 1 GA CH9 e p u J GA = _—•—� • —= rygu q N N N •— a�•� a—n CH7 4 -. p W n u w° �N CJ5 CJ5 �� .-a w wl I WI ��Q N II II n N w 8 tl_— 0--g--a— — -- :J3 u n 11u u 11. CJ3 Lciiii p N °J' "--"--� - --�---g--" Ci' FRAMING PLAN GGE SCALE: 1/4" = l'-O" A R C N I T R C T 8 Gr In L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA k: 0009325 DRAFTING BY: A.S. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81368"628 FAX: 8134186-2802 SUDDiV Se LOT: SILVERADO LOT #12 BLK 13 PROJECT# 03719.000-12131 MODIM, 2795-F GARAGE 8WINO: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B