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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAl 6 W/ (9) 1 Od x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: S ,:MPSON LTA2 W/ (8) 10d x 1 1/2* HOG NAILS, WOOD TO WOOD: NIPSON HIOA OR LGT2 Wl 1 Od x 1 1/2* HDG NAILS, FILL ALL HOLES. CA — — — CA 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. C=J3 711i CJ3T "? 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE il MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH CJ5 N 0 11 a a It It N i CJST MANUFACTURERS SPECIFICATIONS. I I 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS AH? I j rlA-'\ ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, iZ CONNECTERS ARE TO BE GALVAN ZED. 77- AHO 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE =E 1 El CONCRETE LINTELS. -:I- AH1 1 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-). ZX4 BLOCKING BETWEEN TRUSSES - 21V O.C. TOE NALED TO ADJACENT - - - - - - - - - - - - - - - - - - - - - - - AH113 B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE TRUSSES W1 M i8d COMMON SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE NAILS & SECURETO BM. Wl . . . . . . . . - — - — - — -- AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS SIMPSON LTA2 USED TO BRACE LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND TOP OF WALL APPROVAL. . . . . . . ..... - — - — - — AH17 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES 4i� SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED - — - — - — - AH19 FASTENER, ZF 72 P8S36, A77* * x2 7/8"LONG, WITH WASHER@ 16"O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. . . . . . III . . . . . . . - — - — - — - — - — -- AM21 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. I 12. ALL ELEVATIONS ARE REFERENCED FROM 9-0', FINISH FLOOR. UNLESS �91 LJ - — — - — - — - — - — 22X3 ri - AH23 NOTED OTHERWISE. I ATTIC' — - — - — - — - — - — - — . . . . . . . . . . I A . . . . . . . . . . . . . - — - — - — - — - --- — - — . . . . . . . . . . A TRUSS MANUFACTURER / ENGINEER NOTES: ------------------- ---------- — - — - — - — - — —.1 . . . . . . Al 1 ROOF GIRDERS Wi UPLIFT IN EXCESS OF 2,500 USS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2 COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS — — — — — — — — . . . . . . Al ;�ITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT H SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO .. . . . . . . . . . . . . All TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8"FROM THE CENTER OF THE COLUMN, --..j 6— t . . . . . . . A2 . . . . . . - — - — - — - — A2 L- - - - - - - - - - - - — - — - — - — - — - — - — - — - A3 FIR �D07 . . . . . . A4 — - — — - — - — - — --- AS - — - — - — - — -- - — - — - — - — - AS - — - — - — - — - — - — - — - — - A6 - — - — - — - — - — - — - — - — - — - AH2aA — . . . . . . - — - — - — - — -- — - AM21A L- - - - - - - - - - - - — . . . . . . - — - — - — - — - — - — - AH . . . . . . - — - — - — - — - 22x54 AH Arnc -'C r �'x4- ACCESS ACCESS - — - — - — - AH15A - — - — - — - — - — AH13A - — - — - — - — - — - — - — - — - — - — - — - — AHI IIA j 7:—' 7' —AH7E'- It — - — - — — - Is — - — - — - — - . . . . . . . . AHGA -lA .1 R rIA IA 2 . . . . . . - — - — - — - CHO GA - — - — T'r --- CH? GGEA - CJ3 - It 11 It 11 CJ5 It CA N .] IL- - -11- - A -tL- It 11 11 11 I I CJ3 lk CA CA FRAMING PLAN 7CALE: 1/4- = 1'-0- F'A k C N I T 1 9 T 5 Design G r2o USE& LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde*QpWoup.com AA #: 0003325 I, DRAFnNG BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: SL34366-2628 FAX- Slj:M� m""" I"BUDIDIV. de XIST!"ll SILVERADO LOT #23 BLK #10 PROJECT# 03719.000-23101 MOIDEZ. 2795-F '6AP.AGE 8WD9(;: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B p DW 10/30. 8CALIE: 1/4"=I'—O" alfz= S3