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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/(9)10dx 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (6) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, F81ALL 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 METALCONNECTORS 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND APPROVAL. 10. PLACE 2A 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 P8838, .177" ° x 2 7/8" LONG, WITH WASHER Q 18" 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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUM MANUFACTURER I ENGINEER NOTES: 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 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 FORALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DEBICRIPTION REINFORCEMENT WD-i 4X6 (3 9"x5 X'-) SYP. HTT4 W/5/8" DIA x S' 5/S3.tA PT., WOOD POST EXP. BOLT N U U S CJ1 II CJ1 CJ3 ■ ■ ■ n u n n n n x u n x n u n = CJ3 b I II II II II II II II II II II II II CJ == y�A ■ ■ u n n u n u u n n u x n �R == CJS 1C A. 1C A7 6 ti IAS 4 J Z IA3 I I I I I x s acx�x xxxox s xx�x ss�x at PRE -FABRICATED ROOF A2 TRUSSES 9 24" O.C, s O x = (T) — s 1A sxm A RIDGE � oe- 43= I I zrx3o� x I I I o Q 45_ ATTIC I = I I I 0� e O o: x 1CAgraU 1C I II II II II II 1A B2G u u x SII 'II SII �I CJ3_ 4 A Wp Wp Wu CJ5 = �Q x x n n n y, CJ5A ILI 'wII .II (1 II CJ7 CJ3 = x I III II II CAA = u CJ1 EJ7 II II II ti� D Q U i ti� x n CJ1 1A I i i �3 I U U U U U Ei _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - ROOF FRAMING PLAN SCALE: 1/4" - V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdealgngroup.com AA 0: 0003325 �a (rr to S O Sumly. at LOT•. ABBOTT PARK LOT #9 BLK #12 PHASE: 4C PRO"=TA, 041 1. 4C-09121 HODEIA 4EHB "2605— HAYDEN" GARAGE XVFUM* LEFT PAGE: ROOF FRAMING PLAN AND NOTES 160 MPH E . C DATM 12/7/21 SCALE: 1/4"=1'-0" SMEET SV