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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) 10d x 1 112"HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 1 Od 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 MANUFACTURERS SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. 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. 6. BOTTOM OF UNTELS 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 ENGINEERS 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 2 719'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 0�-O", FINISH FLOOR, UNLESS NOTEDOTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS Wl UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED Wl A 2.6 STM, 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 i ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. I MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN, 2X4 BLOCKING BETWEEN TRUSSES 24* D.C. TOE NAILED TO ADJACENT TRUSSESW(2)l6dOOWAON NAILS III, SECURE TO BM. Wl SlIMPSON LTA2 USED TO BRACE TOP OF WALL -1�1 5 q . . . . , , . . Iz r- �z r, I-- s M 0 3 D M w M 0 M @ a m D D D @ @ @ @ m 3 5 1 '�' Cil C.13 0 k1c I" CJ5 ! L ------------ ---- Emma Iiiiiiiiiiiiiiiis a — a aiiiiiiiiia a so" a a a . . . . . . . .... . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . - — - — - — - — - Lj �73-74 n — - — - — - — - — - — - — - — - — - — — - — - ............. ------ ----------------------- ------------------- ---------- ---------------- -------- ---- L- - - - - - - - - - - P;EFABF;l �=ATED I; r - — - — - — - - . . . . . . . . ..... - — — - — - — - — L. - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — --- — - L - - - - - - - - - - - - / / / . . . . . . . . . . .... ol� — F FH7 1A CFJ13 E CJ3. C, 5 C 'C SS S _ZZ.— E-- ------------------ p . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------- 7Z AH9 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 A6 AH23A AH21A AH1 SO AH130 AH11D AH9D Dl Di Dl D DGE C CGE FRAMING PLAN SCALE: 114"= l'-D" -,"ll F'A A C N I T 1 0 T I 6 G r WDaign ou FO-L atA 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesirgroup.com AA#: 003325 IF DRAFTING BY. M044 A.B. DESIGN GROUP 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPk FLORIDA 33634 PH: 8134MO-2628 L FAX: 813-886-2802 BUDDIV. So LW07' SILVERADO LOT #25 BLK #10 pito"=T# 03719.000-25101 MODEL: 2795—D GAP.AGIC OWMG., RIGHT PAGE: FRAMING PLAN 150 MPH EXP. Bli m pp DjW. 7/28/20 mcAuc. 1/4"=I'-O" 8HERIT S3