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FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA 18 WW (9)10d x 1 1Z HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H t0A OR LGT2 W/ 10d x 1 1/2' HDG 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 REVIEWAND APPROVAL 1 D. 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 PSS38, .177" " x 2 7/5" 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 D'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER If ENOMER NOTES: 1 ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEIUNGS, 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 CCLUMN. COLUMN SCHEDULE SE a B118E PLATE OR MARK DESCRIPTION REINPORCEMENT REMARK WD 1 4X8 (3)5"x5)6") SYP. HTT4 W/55" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT UU U CA I II q / J1 CJ3 u u n II q u n n II g q u q u u 1 n u n n n n q II N q q II II II J3 CJS �� yA u n u n n n x u x n n n n x ��Q •� JS 1C A. iC xg z ml`4 u_ 0 �A7 I I AS] -_ - ---I - 8l O_ I--_-_ I I I A31 PE- RBRICD ROOF TTRyU ESATE ® 24" O.C. zxxe s zxazxxs=s x=s= s x - =�IIP s:xsA2 _ = 1A RIDGE Ai s :a>m� x xxxx: x : sx«a s s xs s s xxxe s xx� x xxxe x x xxxe O O- m N I I I ATTIC I I Z 2 U O lY to x U iC � 1C a�Q cis q II II II Y II II q P"y 82G =CJ3 u ii ii x n II I� II II N ^ II q ^ q 1A CA N �� W W W CnSA II 11 II p II x xxxc CJ5 iX I N N CJ3A - EJ71A icil CJ7 I I 23 H h ------------------------yl U u u U 0 ROOF FRAMING PLAN SCALE: 1/4" - V-0" 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abdeoWngoup.com AA Y: 0003325 Ila O C su=xv. ac LOT ABBOTT PARK LOT #45 BLK. 7 P1lOJiDCT41 04181.000-45071 MODRU 4EHB "2605— HAYDEN" GA tAGZ OWDM: RIGHT PALM ROOF FRAMING PLAN AND NOTES 60 MPH EXP. 2 WUM A. AM AR NO YO Dw� 09/22/21 sCAXX. 1/4"=1'-0" alcm r S6