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" HOG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 />6. 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'). <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 WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />10. 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 />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 OTHERWSE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 216 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAYICOFFERED 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 B" FROM THE CENTER OF THE COLUMN. <br />AH11T <br />2X4 BLOCKING BETWEEN —� <br />TRUSSES 24" O.C. TOE NAILED AHi3T <br />TO ADJACENT TRUSSES W/ (2) <br />16d COMMON NAILS 8 SECURE <br />TO BM. W/ SIMPSON LTA2 USED AH15 <br />TO BRACE TOP OF WALL. <br />AH17 <br />AH19 <br />A <br />A <br />A <br />A <br />A <br />A <br />w U w w w w 'w w w w W w w <br />2X SCAB 4'-0" LONG <br />ATTACHED TO BOTTOM <br />CHORD WITH 2 ROWS <br />A R C R IT EC T R <br />Gr uiyr,. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdeslgngroup.mm <br />AA #: 0003325 -A <br />y <br />t <br />4 <br />01 <br />a <br />0 <br />4 <br />C <br />j <br />iLi <br />sUHaIV. ae I.OT <br />SILVERADO <br />LOT #22 <br />BLK #14 <br />PROJECT# <br />03719.001-22141 <br />MODEL: <br />"2045-UNTANA" <br />GARAGE SIIISTG: <br />RIGHT <br />PAGE: <br />FRAMING <br />PLAN <br />50 MPH <br />1'lcxrrT 03/02/21 <br />DATE: <br />SCALE 1/4-=1'-0" <br />FRAMING PLAN <br />SCALE: 1/4" = V-0" <br />s3 <br />