7279 Steer Blade Dr - Laserfiche WebLink

Browse Search

FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x i 1/2" HDG NAILS. '- CONCRETE TO WOOD FLOOR: CA IEI n --n----=--tir--r----�r----e-- CASIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: n SIMPSON H10A 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 CJ3T = IN u a e n e —'eB n e n e e n a u a n a n n =I CJ3 4 SCHEDULE. 3.. ALLPLYWOODFOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE p R p MEETING THE REQUIREMENTS OF AFG-01 ANDAPPLIED IN ACCORDANCE WITH CJ5T = u e a n n iRRs n u a u n n u 1B a IN n a :==I CJS MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS 1'e` I AH7 0 ARE TO BE GALVANIZED. '1 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, I I I CONNECTERS ARE TO BE GALVANIZED. AH9_ _ 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE — — — — — CONCRETE UNTELS. AH11 im= !i1==-==____ --__ __ m--- sNow __�________—__—__ -- — —_-- mmmJ= 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND 1 3 CLEAR SPAN OPENINGS. `----------- ----J _ _ 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). AH13 --a 'YEA 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE I SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE AH15 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND I APPROVAL. AH17 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED AH19 I FASTENER, ZF 72 PBS36, .1 TT— x 2 7/8" LONG, WITH WASHER Q I6"O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. AH21- 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON I RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS AH23 22x36 NOTED OTHERWISE. ATTIC I A = ___________—I6gQESS-' /+ I I = z== =I...._________� TRUSS MANUFACTURER / ENGINEER NOTES: r , s �J_ Al _ 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS Al = _ 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 Al = TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8"FROM THE CENTER OF THE COLUMN. AZ = I I o I 1 L----------- PREFABRICATED ROOF TRUSSES Q 24 O.C. MAX A4 = ___________________ ____�_=====zc==ate—�.... . = AS I I I I AS I' I AH23A I I AH21A L--------------- AH19A AH17D = ________- - 22x54 =�-__- ATTIC AH15D =ACCESS (2)H10A(TYP @ EARING WALL) i I AH13D L----- AH9D DI 9l___ _ w==—=—= F Di =_____===�=s===== _.�_____ 1A =—le = ==a== FH7 Di = =sa==a=as=ate=== _______ ___ ' _ ,P� FH5 D — - CJ3 = a m n = JC-JDGC= =�z=_-e=a pe CGE -�-_ - o = w= U FRAMING PLAN SCALE: 1/4" = T-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngrouP.__ AA #: 0003326 III DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 FAX: 81388628.2 SUDDIV. de LOT SILVERADO LOT #7 BLK #15 PItOJSCTp 03719.001-07151 mog,ri- 2795-D GARAGE 8WING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B -203 SCALE: 1/4"=1'—O" 8i1EET s3