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FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP OTC W/ (13) 1Od x 1 1/2" HDG NAILS. SMALL JACKS < ItMAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Did x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RTt 6A OR LUGT2 W/ tOd x 1 1IT HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,600 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3)2"x5 y,") SYP. PAU46 W/5/8" DIA x 5" SIS3.1A PT., WOOD POST EXP. SOLT U: G: 1 GIRDER TO CMU WALL W/USP LGUM28.2 W/(4)%'x4" WEDGE BOLTS AND (4) W53 WOOD SCREWS TO GIRDER. 3 .t IIII II II II 11 1II III II II 1II 1II III I 11 11 II II 11 11 11 1I1I IIII II II II II II II II II II II II II II II II II IIII II II II II II II II II 11 11 II 4 4- I I II II II II 1II 1II 3211 4 I 12x0LWI D1 11 IWI I rIiIlIlI 1II1 IIII IIII If II 4 .t II 11 II II II It II II II II II SYR.1N0.21 II IIII II II II II II II II II II Iw°°°/ II II II II 8� toy II I1 n I I I n n I I SYP 0.n u n I I n n STU S@2 WD711 II IIII II II II II 2-PLY 12 C. G: 4922 LBS n I I I I a I I I I _-'---- _---' G:5326LBS 4 IIII II II II II II II II Ir 1 11 II S4 II II II DBLTUD I It 3 N II II II II I31I II II :_:_____ -- II II II II II II II II II II 4 - II II It II II It It II It II 31 II II II II II II II II II 10E — - - , / II II II II n It n It n n 3.1 ---- ' -�-- L-J" -- .t 11 POTAKERICATE�FLOOR II _ II II _II II II II _II II _II TRUSSES G 24 D.0 N II II II II I �, I II II II II I II II II II II II II II II II ___ __ II II II II II II II II II II II 11 II II II II II II II II II II II it II III II II II 1A T II 11 II 11 II 11 I 10 I II II 1-PLYV11111nil n II n 31345 LBS10A q IIInI11 709 LBSn 11 11 N — 3 .1 FIRST FLOOR FRAMING PLAN SCALE: 1/4" - T-0" 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdoeigngroup.com AA is 0003325 SILVERADO LOT 6 BLK 12 PROJECT 04128.601-06121 MODEL• 4EHB "2605- HAYDEN" GARAGE AWING: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 0 MPH EXP. B