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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 Nd (9)10d x 1 12" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS, <br />8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-1. <br />9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT, SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. PUKE 2.4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER Q 18" O.C. <br />11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWASE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2xe BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, <br />3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />SIZE i <br />BA8E PLATE OR <br />MARK <br />DESCRIPTION <br />REINFORCEMENT <br />REMARK <br />WD_1 <br />4X8 (3 J2"x5 Y2") SYP. <br />HTT4 W/5/8" DIA x S' <br />5/33.1A <br />PT., WOOD POST <br />EXP. BOLT <br />y✓� U U U U U U Q <br />CJ, " IIjj jj jj <br />4 CJ3 11 n n n u n n It 11 11 11 n 11 11 It n J3 <br />II N N II N II II II N II II II II II <br />CJ5 y�A II 11 11 II 11 It 11 11 11 11 II 11 11 II \Q = J5 <br />1B �g5 A8G 1B <br />d. <br />1 2 A7 <br />P 6 <br />00Ib 1 _-_-_I A5I __- <br />N <br />A4 e= <br />09 I A3I <br />O PRE- BRICATEDROOF <br />O_ TRU ES 0 24" O.C. <br />A2 = 1A <br />RIDGE _ Al <br />ewe== _�= vee = ==fie== c <br />O � <br />O 4- <br />m ATTIC I I <br />�z <br />U <br />16 A 1B <br />r= <br />J5 <br />CJ3 11u11 InIII IuIII InII <br />W <br />CJ1 <br />It <br />0 <br />U U it 11 op 0 <br />1A <br />i <br />ROOF FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774$078 <br />FAX: 407-774-4078 <br />www.a bdealgngroup.com <br />AA A: 0003325 <br />W <br />O <br />lit <br />it <br />C <br />aunDIV. a LOT: <br />ABBOTT PARK <br />LOT #6 <br />BLK #13 <br />PROJECTIjI <br />04 81.000-061 1 <br />moDEL: <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWMWG: <br />RIGHT <br />PAGE: <br />ROOF FRAMING <br />PLAN AND <br />NOTES <br />160 MPH EXP. C <br />DATTE"" 09/21/21 <br />SCALE: 1/4"=1'-0" <br />BHEET <br />S6 <br />