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3'J_1P1P►LEIi[eIIM-3 <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG 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/ 1 Dd x 1 1/2" HOG 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 />6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2X4 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 P8836, .177" ° x 2 7/8" LONG, WITH WASHER @ 16' O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE <br />FABRICATED W/ A 2X6 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 TO A STEEL COLUMN. <br />MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. <br />2X4 BLOCKING BETWEEN TRUSSES 24' O.C. <br />TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d <br />COMMON NAILS & SECURE TO BM. W/ <br />SIMPSON LTA2 USED TO BRACE TOP OF WALL. <br />CJ7 H 17—ro--n-- — n— <br />7„)3 N 11 p M N N N N N H 11 N I 1G H N N <br />ACH <br />N 11 II II N A0 <br />CJ5 TRUSS W/ 10d NAILS 0 W O.C)(4" FROM EA. END1 <br />N alI N II II <br />I <br />A14G j <br />,sAs ysv®s s s� s �e•.1ss asam Xa®= a saw a s a{r.� v r aq� <br />AIL I a:I s a I I <br />-AT- <br />. <br />1 I I I III I m <br />=tea <br />y__ <br />yl: <br />_=a®a=m::¢ aam®+e�.a®s aev=a <br />I I I I I I= <br />--- ---- --saw= a --- - —=—�---- =ate <br />I I 1 I I I <br />a®ate a� <br />I I I I I I <br />22"x54's� <br />ATTIC <br />mam ACCESS <br />I I 1 I I I <br />I I I I I I <br />A1� I <br />w =.�.fms zc )1m�a vaDntx aaYps�m s=s�`� <br />A15 = I s I I •1 ate: 1 1 ,�`YJ I <br />/pis —��� — — ��' -- � ---- / � ° //�♦ <br />FRAMING PLAN <br />SCALE: 1/4' = V-0' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />FM: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngfoup.com <br />AA N: 0003325 A <br />chit <br />t <br />>kb <br />6 <br />� <br />9 <br />aUDDM As LOT <br />ABBOTT PARK <br />LOT #11 <br />BLK #15 <br />P1lOJECT111 <br />04181, 000-11151 <br />MODEL. <br />4EBB <br />"1828—CALI" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />FRAMING <br />PLAN <br />160 MPH EXP. C <br />SEP Id 9 <br />DaINT <br />A 09/01/20 <br />SCAL C: 1/4"=1'-0a <br />81MET <br />s3 <br />