Laserfiche WebLink
FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 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/ 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 />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 P8S36, .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 I ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 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 />CJ1 J7 n CJ1 <br />I <br />CJ3 = n n„n n 1A I dNn u0n ynx ntln x pryu gpu 71i <br />x CJ3I II 3.1AB <br />CJ5 ..a..==u n i x n n x n u u =� CJ5 <br />1A LIJ <br />1A <br />3.1 A10G 3.1 <br />. a.... .=.av=:.ss - ......... .....axk <br />_ .... =.aQ . __.:. =..s . _.: . .=s=a ...asp ..®s <br />.. F'REFABRKA71OF _.�.�.�= 2 <br />7RU88E8 @ 2P O-C. MAX <br />z a <br />AlAl <br />C I <br />:.... .... ..... a.®. �ACrESSry. <br />a <br />1A to <br />1 A3 <br />..-----....=._. <br />1A 3.1 GTASGE <br />to <br />3.1 L 3.1 <br />w 9� <br />--r <br />Cl Bl <br />EJ2 �,a s B2GE <br />8 7 <br />3.1 3.1 8 7 <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 327W <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwabdeslgngroup.com <br />AA #: 0003325 <br />C <br />6 <br />STJHDIV de LOT: <br />SILVERADO <br />LOT #51 <br />BLK #18 <br />PROJECT <br />04128.002-51181 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE SV►LNG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />150 MPH EXP. B <br />3I <br />Dw� 07/27/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />6. S3 <br />