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FRAMING NOTES ~ ~ k k k k k n r n r r r n r r r r r r r 'w 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: SIMPSON LTA2 W/ (8) 10d x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG 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 BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS, 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/A2x6 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. CA e " r--n---7r--tir--n---ro----n---if'-- N -- AAJA_�__I_;II N N N II N II N N N N N N II fl q CJ3T x II u n a n lu x n u a n n x x q a u p a x =I I N N N N II III N II N N N N N N fl N fl N II CJ5T I I 1 I AH7 11 I I I AH11 - 4 mEm s p a aa� a -- a a� a a� a a� a aim a aaa a aaaaa s— a a a a a6iiiiiiiii- a aaaa= aaaaa a s I I 3 I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J \Q AH13 m - aammaa--sa amaim s aaa®aaaaaaasaaamaMEM-0aaasaso—_sammalb:a:a�a a�aaaaa=sa:a�a AH15 :—=azz®=-----z I I AH17 =................ zi -----====.sac----� I AH19 =..._.===®=a�a:====�z I II I I AH23 = =—s—=s®=—.—_ 0 ATTIC I I A ==r=- aaaa -------=------ =ate= :L==- _� =�_� - - - -- 6 I III Al -== ----=----z®—===isms--- I I Al mama: .=. A2 w I A2 L- _ _ _ - _ _ _ _ _ - A3 ate....=zsa= a.===sem==a=>c a ... s:a=�� PREFABRICATED ROOF TRUSSES 6 24" O.C. MAX L _ _ _ _ J A4 :�:�=�=z.a�:z�=�=.... . . .ss�=:==az�=�a=�=�=------.z=� A5�.=s=z�z��=:tea-:�aa�s— -:sass—=—=—_�_===-=a=�=�=� I I I I A5 ===®=—a—=la.�===:_ —=zza::—sa.m====- I I AH23A i......aa=asa:.:=�=====z�= _ =............:____-_� I I SQ AH21A L -------------J >� AH19A .—=—z—: - AH17A 22x5ATTI (2)H10A YP® :EBEAINGWLL) AH15A ACCESS la I AH13A - _—_—_=®==a.-:a=>®.:�:�=�=s- I ===m=� _—_—_—_�_� I J AH11A �.�g.=� �-----J AH9A - :a=�a:oa==aa� �.�=�.n==�.=:.--,>m :=®z:ss�= (2) 2XI2 15M TO COLUMN w/(2) META 16 (4 TOTAL) (2) 2XI2 TO TRU58 w/ VIVA-2 CA CJ3 CJ5 FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 10D4 TAMPA, FLORIDA 33634 PH: S134MG-2628 FAX: 8134M&2802 aUBDIV. & LOT SILVERADO LOT #5 BLK #16 PROJECT* -5 I#ODEL• 2795-CAMDEN" GARAGE 8M/ING: LEFT PAGE: FRAMING PLAN 150 H E B Dw. 06/10/21 BCALE: 1/4"=1'-O" BIKE= S3